Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B16-1338 040-170-155
RECEIVED JUL 2 8 2016 TRS AND ASSOCIATES b ri THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR I I ^) SHALL OTHERWI5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE J�• 0 u, ONE LITE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOORN �• \)`Q �� S�S� SAFETY Jry ID GRANITE _ ._ AREA BEING VENTILATED. O \� 1� r06 G GLASS Q Q) SOPJSLAND 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION I `2`9 11J s A •36" HEIGHT 4,+x$+ aooRs u HVAC GOND. UNIL: HVAC: REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF 15 ADJOINING (0% 6 0 t SEE ELECTRICAL AT THE TIME OF ROUGH INSTALLATION ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN t I DI INC ROOM V NOTE 32 t OR DURING STORAGE ON THE .. UNOBSTRUCTED / PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE �� ENVIRONMENTAL CONSTRUCTION 517E AND UNTIL FINAL FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. R303.2 I _ WOOD OR Q '� if QUALITY NOTE 17. 3.) BATHROOMS: BATHROOMS. WATER CLOSET COMPARTMENTS t OTHER similar MIRROR '�`n F C t r GRANITE -56' STARTUP OF THE HEATING AND ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT L-1 6.0' INCL (1) « SHOES RESILIENT FLOOR '� It ` Yv TOP 1 SPLASH COOLING EQUIPMENT, ALL DUCT AND 4 I H /�j'II@\1 GPM /�j�Q\ IL W I SEE ENVIRONMENTAL �0 ` ~ OTHER RELATED AIR DISTRIBUTION LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. 3'-O" WINDOW D ( 8 j N I p �,�� Iii 60 P51 NOTES 768 i IIl \' � � � COMPONENT OPENINGS SHALL BE LOCALXH THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE RUSTARTIFICIAL LIGHT t I w 0 • W F COVERED WITH TAPE, PLASTIC, SHEET LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES • = d N �` SHOWER VALVELJOTE: O m w ATTIC PASSAGEWAY: kI, = METAL OR OTHER METHODS. SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE GRANITE c w Y' �P 1" PROVIDE INDIVIDUAL CONTROL I I I > -1 PROVIDE UNOBSTRUCTED, SOLID �CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MEGHANIGAL THERMOSTATIC MIXING VALVES, 111 MASTER BATH TOP d SP SH• I -10 CODE, CHAPTER 4. O w dFLOOR NOT LESS THAN 24'WIDE xPRESSURE BALANCE OR TILE FLOOR Ip x HEATING: U1 ryLE55 THAN 20'IN LENGTH, FROM 4 11OSO 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF COMBINATION VALVE TYPE. CPC = 3'-1 O- 2'-1 O" 3'- 1 0" IQ ry . ACCESS TO HVAC UNIT. 2013 CMC 408.3 O I SECTION 904.1 1.3. MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68"F AT A POINT 3 FEET ABOVE THE O 1 O BACKING FO FLOOR d 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. 8303.9 S y EXHAUST -PI GT5: SD 1 TOWEL BAR O 44' 0 Y,7 CLO j j b"x b" HANDRAILS: HB CEILING HEIGHTS: s o TERMINATE OUTSIDE OF HE '� D N CARPET FLOOR j 1) HANDRAILS ARE PERMITTED ON ONLY ONE SIDE. N HABITABLE SPACE: L-10.0' >` G BUILDING W/ AGK -DRAT I 2) HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE 1 DAMPERS. SEE ENVIRONMENTAL HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 6 PORTIONS OF BASEMENTS A/� 4• @ d NOTES 7-9 / 1 2. H / AN OUTSIDE DIAMETER OF AT LEAST 1.25 INCHES AND NOT CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. `SST. Up NB 6 1 5 ^ 1 \ 2 b GREATER THAN 2 INCHES, OR SHALL PROVIDE EQUIVALENT 8305 @7 - 30409H SD3 b ,4 _ _ _ O �2 X= N N 5 t} n 6RA5PABILITY. x N EXCEPTIONS: 6 I TP, G '• w W U 4 3) IF A HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A130 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED TYp, N O HBI 2 g SMO ER _ •I J O I I J� ryo ',� H L- 2 O' Q •• /U PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT N Ij1 b FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEA57 7 FEET 6 NO S7' @� LUS TILE TO . 2' w a Q l Afi/� 2 U1 �. SD 1 50 I G V' _ d' A Gl U) / . GREATER THAN 6.25 INCHES WITH A MAXIMUM CROSS- PORTION ID 10 PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LE55 THAN - - L-3.0' 6 g d I 2 GPM O O , N n 4 SECTION DIMENSION OF 2.25 INGHE5. N N 5 FEET. t:, D WH S TOILET rl - SHOES _ _ 4) A VERTICAL 2 -INCH BY 6 INCH HANDRAIL 15 NOT TMP' 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 5 INCHES AT THE °p p - b"X b" PERMITTER .I CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES A5 SHOWN - FIGURE R307.1. _ SO GAL_GA5 WATER. HEAT R; � ((1 THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE p Ji - - - - - - •+6• NOH PLATFORM WITH P.T. VALVE WrtH OM. THE To - O 110 OVT5I0EW/5Ei5MICSTRAFE TOP TAN. BOTTO THE PRESSURE 7' D@ HDU I 2880 OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A b D1` LQj STRAPS D BE 4'MRABOV! FROM VEHICULAR ULARDRU R/ < Sg ? BUILT-IN LOCKERS 6"x6' LIVING ROOM p ROOF AND PROV DE BARRIER FROM VEWCULAR DAMAGE TANKFOR �1 TB 41IF F SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 0 INCHES ABOVE A p D GJ v D i i PROVIDE CIRCULATING PUMP WELL A'FR b 76 " 1 2 WOOD OP, MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. D _7 p ' EMERGENCY -SCAPE d RE5GUE: (2) STEPS 6"xb" SD2 UP 5D2 RESILIENT FLOOR SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE d RESCUE p WATER HI- AT_N 0TE5: b ONE LITE SEE ENVIRONMENTAL N OPENING. R3 10. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE p I I I PROVIDE THE FOLLOWING 1/2 LITE () b I SAFETY ALLWAY 3 HALL TYP. I 5TAIR5: NOTES 746 THE FLOOR d SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. - - UUNOBSTRUCTED VE T,OR RECEPTACLE YEKT S'.SAFETY GLA55 21 OAT^EEN w N VENT, ROME B VENT AER HEATS ME GLA55 dJ O DOOR TILE FLOOR � CARPET FLOOR 1) THE MINIMUM TREAD DEPTH EQUALS 10 INCHES. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 BETWEEN OUTSIDE TERMINATONI WHERE WATER NEATER B I In 2) THE MAXIMUM RISER HEIGHT EQUALS 7 3/4 INCHES. SQUARE FEET. _ v m O I WSTALLED. N ITI SEE ENVIRONMENTAL p S)C-0NDlNSATE DRAINNOMORl THAN 2'N16MER THAN THE BASE OF DOOR NOTES 7-9t 12. 3)ANOSING NOT LESS THAN 0.75 INCH BUT NOT MORE THAN x MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. p d) THE WATER HEATER THAT ALLOWS NATURAL ORAINASE WaHovT BREEZEWAY- O I 1.25 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH MINIMUM OPENING NUDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. D p O 4;&AS SUPPLY LINE W/ACAP- OF AT LEAST 200.000 BTU/HR LONG. LAB LOo R• -I 'V Z SOLID RISERS WHERE THE TREAD DEPTH 15 LESS THAN 1 1 F.P. XTRORDINAIR EGRESS: O I GARAGE S)PROVIDE SESMIC BRACMb FOR W/H AT LOCATIONS EQUAL TO T O@ -STUCCO GLC. tt1 r O jII-1 INCHES. HIGH OUTPUT THE TOP (BOTTOM 1/S OF ITS VER -AL DIMEN5IOR 5TRAP R/ R @ fV W W 4) SPACES UNDER STAIRWAYS ARE PERMITTED TO BE MODEL 564 65 1.) AT LEAST ONE EGRE55 DOOR SHALL BE PROVIDED. R3 1 1 THE EGRE55 DOOR D DOOR SHALLSE AMIR OF 4'ABOVE CONTROLS. ,," /� U TOP OR SIDE VENT 67 COMBINATION PRESSURE TEMPERATURE RELIEF VALVE TO 'p T-4- I 1 3'-4" 3'-4- U PROTECTED ON THE ENGLO5ED SIDE WITH A 1/2 INCH SHALL BE SIDE -HINGED, d SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES D O p D D OPENER OUTSIDE W/UNTHREADED PIPE FAUN& DOWNWARD BETWEEN 6• WHEN MEASURED BETWEEN THE MAGE R THE DOOR 6 THE STOP, WISH SHE DOOR I ° I I TO (NAT hFRE UNC. _ �� 30$0 p GYPSUM BOARD. OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT D � � I 2880 258 BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO p ° - o b d LAUNDRY FIREPLACES;_ THE BOTTOM OF THE STOP. I I I I XT 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. g - HVAG_GOND..1)NIL: ROOM SHE HD INSTALL AS PER MFG. SPECS 6 COMPLY LL. N D p _ LAUNDRY - AGE U� WITH U.5. EPA PHASE 11 EMISSION LIMITS. O O THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY 9 SEE ELECTRICAL ' LANDING SHALL HAVE A MINIMUM DIMENSION OF 56 INCHES MEASURED IN THE - ° SINK NOTE 52 6 "O TILE FLOOR IG... b'Xb" I 5$TB 16 5A5 FIREPLACE SHALL BE DIRECT -VENT N 111 • W GR NITE-236: SEALED -COMBUSTION TYPE. DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE p - - - - - - - ENVIRONMENTAL _I = ' d TOP_ SPL SH IN)? 50$0 NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). D QUALITY NOTE 1 7. 111 N RYE _ FIREPLACES SHALL ALSO COMPLY WITH N N 5.) STAIRWAYS SHALL NOT BE LESS THAN 3b INCHES IN CLEAR WIDTH AT ALL POINTS p - -O GRANITE ENT K R O I APPLICABLE LOCAL ORDINANCES. ABOVE THE PERMITTED HANDRAIL HEIGHT d BELOW THE REQUIRED HEADROOM D D I TOP 6 SPLASH UT51 v I �0 HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF p D jn ° p THREE GAR GARAGE I ry IR K s y�r✓ THE STAIRWAY d THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT t BELOW THE p CONCRETE SLAB FLOOR �0 dJ LAUNDRY Z BATH m Sr@ ? HANDRAIL HEIGHT, INCLUDING TREADS d LANDINGS, SHALL NOT BE LE55 THAN 3 1 1/2 D I SINK • " IQ # I 76 pD _ _ _ _ _ - 5HEETROGK WALLS 4 GLC. TILE FLOOR N BEDROOM 2 INGHE5 WHERE A HANDRAIL IS INSTALLED ON ONE SIDE d 27 INCHES WHERE HANDRAILS - _ b = _ --_ ARE PROVIDED ON BOTH SIDES. p PROVIDE KEYLESS o D_ - - CARPET FLOOR 60$0 ° ° ENTRY TOUGH PAD �D IL SEE ENVIRONMENTAL b L-1 2.0' FIRE SPRINKLER SYSTEM: Rt ONE LITE b L-b.l I BACKING. NOTES 7-9 d 12. 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R3 1 3 I V I I (11 FORTOWEL I SAFETY EXCEPTION: AN AUTOMATIC, RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE p PROVIDE N UPPER T.F. BAR o 44" ENTRY GLA55 REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT D ' PLUMBING FOR O I WOOD OR DOORS I N9U% ALREADY PROVIDED WITH AN AUTOMATIC, RESIDENTIAL SPRINKLER SYSTEM. R3 15.2 v CONCRETE ,p U) 1S I I WATER SOFTENER. _.. r B w J • p ^ D 00 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, DRIVE WAY ° I I v N W o 26405H 264051 - n J 0 _j > w WI•cz NET CLEAR OPENING OF 5.7 SQFT. SHALL BE IN AGGORDANCE WITH NFPA 1 5D OR SECTION R31 S. NN D L J p� ° ° < Z m OL SMOKE ALARMS: p b NOTE: O I I to oQ% �P� D p D ___3 JQJ Q) N N �p HAVE A MIN. NET CLEAR OPENING OF 5.0 1 SOFT. r•• 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R514; I N p 4 4 D ° D \'� Z• A L-3.0 i W ---- _ %0 SILL_HEIGHT: MAX. 44" ABOVE FLOOR A. IN EACH SLEEPING ROOM. R3 14.3. (� NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), ' •C� I ) - U) AFETY GLASS ENCL. I ory e '� B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE D v LOWEST ADJACENT GRADES (LAG). •TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG D p GARAGE O .I N - D TUB t SHQWER MIN_OPENING.HEIGHT: 24". 4 BEDROOMS. 8314.3 p ELEGT_SERVIGE; • TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): 0.4' ABOVE LAG ° D p I DOOR ffl D o TILE TO +72' DRYER�X_ AySL• p MIN.QeENIN.GJ'7JD_TH: 20" I - I �Q 4'x6" 4'X6' 0 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN DOOR OR WINDOW • TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • 2013 CALIFORNIA ELECTRICAL CODE (CEG), OPENER PROVIDE IN. MOISTURE EXHAUST 2 GPM a 80 P51 2 SHELVES INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A D p • 2015 CALIFORNIA FIRE CODE (CFC), FIRE7RE51571"ANT CONSTRUCTION_ �" - 6 2 POLES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN - NOTE: NAIL INA LARGE OAK TREE R THE EST E THE BUILDING PAD (ABOUT 3' ABOVE GROUND) IS SET FOR THE FINISHED FLOOR ELEVATION' p I DUCT WITH GK-DRAF-DAMPER_ 5415 5gFt TOTAL THE INDIVIDUAL UNIT. R314.5 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE 34'-0" 3.) THE MAXIMU LENGTH FOR THE - 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING ° p SERVED8 M A COMMERCIAL SOURCE !SHALL BE p 5'7'-b" D D _ p ' 1) HOLD GARAGE FLOOR BACK 50 IAT DOOR LANDS ON APRON 3/4' BELOW b GE FLOOR LOj'4 `b b"Xb" DRYER Y E EX US DU I D 402085 POST - I v 305051 305051 50505H 30$0 S y 'D ° D ✓D � Q OFFICE EQ�PPED WITH A BATTERY BACKUP. R514.4 PERMITTED TO BE SOLELY BATTERY OPERATED IN R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.1 OCCUPANCY GROUP: • OCCUPANCY k R3/U= I 2) FINISHED GARAGE DOOR TO BE i'VALVE-NOTE: SHORTER IN HEIGHT / 2' NARROW THAN WIDTH W/ PBS NOTE: OR'TR VE1 D Jry' S dG [ \ A q D V ° p p JA), b -PORCH 4"x (2• _WOOD OR _ D 2) A `FINISHED" GONSTRUGTION YP OF GARAGE DOOR SIZE. JR� PROVIDE INVI L CO: VENT TO TE 'MINATE p PROVIDE INDIVIDUAL CONTROL VE d L -7.O' a p p v. a9 01 �1 RESILIENT FLOOR_ _--- THROUGH R302.5.3. 24'-0+ 1O' -O" - 14'-4- O ° : 1 O" - D 1.) FOR NEW GONSTRUGTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 5TRUGTURE. � /� � A 17'-2" D D 2'-O" 2'-O" p I L -8.O' 6 STUPCO GLC. SDI DWELLING/GARAGE AND/OR CARPORTBEPARATION: INSTALLED IN DWELLING UNITS d IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING THAT HAVE ATTACHED GARAGES. _I 111 p - _ 405.3 v - ' ° APPLIANCES ARE INSTALLED t IN DWELLING UNITS D 6'x6" POST,, p 5"x 6" POST p OF THE BUILDING W/ 6"x6" POST 6'x6" POST TYP- A. FROM THE RESIDENCE t ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR -° 12'-0" 12,-0" D W-$" 9'-$" GAS SERVICE: +96 S 10' V FROM 1'-9" 7'a9" ° 7 -6" - D INSTALLED IN THE FOLLOWING LOCATIONS: D D - - - _ _ - - GAS D DAMPERS. p - D EQUIVALENT APPLIED TO THE GARAGE SIDE. B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LE55 THAN A. OUT51VE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE ° ° v I TRIO L 5 ELEGTRIGAL SERVICE, VICINITY OF THE BEDROOM(5). p ° WINDOW OR VENT. B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. D 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. p D I I •ODp p NB D p Q .1%GONG. SLAB EDGE OUT 2" D b p G. STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION H05EBIBBS: D GUARDS: � REQUIRED BY THI5 SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUAL. REMOVABLE _ BACKFLOW 16 4• D o D v I D D PREVENTION SD1 DEVICE. GC, 2b20FX 2620FX 2620FX p S GUARDS ARE REQUIRED FOR WALKING d I D. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: THE LANDING AT AN EXTERIOR -4p 265051 265051 265051 3 .0' SN ti O L-4.0' �' ^0 J p ° - D ° D SURFACES LOCATED MORE THAN 30" v O GARAGE yO AT THE TIME OF ROUGH INSTALLATION OR D 7.75 INCHES BELOW THE TOP OF THE NOT LE55 THAN 1 /2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE " D p S I I DOOR 10 A� DURING STT�RA6E�M.7HEGOPiSFRUGTION SITE CxlIySt1E-HEATING THRESHOLD, PROVIDED THE DOOR, (� T N p D ABOVE ADJACENT GRADE. CRC I @ 76 AND UNTIL.ORALSTARTUP OTHER THAN AN EXTERIOR STORM OR p a. p p p D D v INTERIOR SIDE OF EXTERIOR 1AIALL5 THAT ARE WITHIN THIS AREA 6 � p v D I I I RS 12.1.1. .�- COMPONENT OPENINGS SHALL BE COVERED OVER THE LANDING. 15 45. TION: ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL 2J UNDER. -STAIR PROTECIR - -P ST HEST METAL OR OTHER ! 6 y 265051 265051 265051 p ° p p 1 0,_, ry� ^ HAVE WALL5, UNDER -STAIR SURFACE t ANY SOFFITS PROTECTED ON THE ENCLOSED •� 11 \pJ SIDE WITH 1/2 -INCH GYPSUM BOARD. 8302.7 D ° @ G L-4.0' 3.) FIREBLOGKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOGKING SHALL BE PROVIDED HB D O D � N (/) (Q TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL t HORIZONTAL) d TO HB FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, t BETWEEN A TOP STORY t THE PROVIDE 1 BEDROOM WINDOW WITH A MIN. D N 30405H SIC \•'/L ROOF SPACE. NET CLEAR OPENING OF 5.7 SOFT. FIRESLOGKIN6. $HALL6E_PROVIDEP IN yVOOP-FRA_ME.GONSTRUGTION IN THE FALLOWING EXCEPTION: GRADE FLOOR OPENING CAN LOCATIONS R502,1 _]_ HAVE A MIN. NET CLEAR OPENING OF 5.0 b"X b" f ' I A. CONGEALED SPACES OF STUD WALLS d PARTITIONS, INGLVOING FURRED SPACES d SOFT. PORCH PPCA I I p p PPER PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: P1_UM5INGNOTE5: SILL HEIGHT: MAX 44" ABOVE FLOOR " 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. 1.) EACH PLUMBING FIXTURE t FITTING SHALL MEET REDUCED FLOW M1N_OPENING_IEIGHT: 24". O GONGRETE 5LA FLOOR d) 6 L-4.0' 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. RATES SPECIFIED IN TABLE 4.303.2. d S7. @ MIN OPENING- WIDTH: 20" I HORIZONTAL 51 INC I LOOD ELEVATIO B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL t HORIZONTAL 2.) WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE 10 v�C STUCCO GLC. 1.8 GPM SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS t COVE CEILINGS. SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE O S MASTER BEDROOM ONE LITE ® 60 P51 GRANLM-5W TOP d SPLASH N9U� b GJGjT$1 REPARED BY LE'. G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP t BOTTOM OF THE SHOWERHEADS AND/OR OTHER SHOW�^ER;Oi'T'-�T� �nNTROLLED 10 0RUN. DBL. SINK 1 L� •RAISED FLOOR: ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. BY A SINGLE VALVE SHALL NO EX ❑D..�,O_ PM AT 80P OR � b -NL CARPET FLOOR I I O T ,p SAFETY DISP05AL HIGHEST AD IAC D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES t WIRES AT CEILING t FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME d THE SHOWER SHALL BE DESIGN�D'30 ALLOW:ONL Y- , SHOWER - - 10 SEE ENVIRONMENTAL � R/ Q O ( GLA55 DOOR 01'• • ELEVATION EXT. PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL OUTLET TO BE IN-OPERATIOWAT A TIME. 3.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND -� NOTES 7-9 6 12. O �.1y� th g O'(J� ABOVE HIGHES' �� y NOT BE REQUIRED TO MEET THE ASTM E 1 36 REQUIREMENTS. FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE b KITCHEN -'GRADE. E. FOR THE FIREBLOGKING OF CHIMNEYS t FIREPLACES, SEE SECTION R 1003.1 9. STANDARDS REFERENCED IN TABLE 4.305.3. 1 0'-b" 3'-$" 5'-2- 1'-9- d) ^ S y TILE FLOOR HOOD LIGHT, VENTILATION 4 HEATING: 4.) A 4" DRAIN I5 REQUIRED FOR BUILDING5 PROVIDING MORE THAN I L-6.0 1 S d L-4.0' A ' LIGHT t VENTILATION 8303. THREE WATER CLOSETS PER 2015 GPC, TABLE 7-5 FOOTNOTE 4. 6'X6' 6'X6' ltl m � G N • 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS !'PERCENT LINE OF FLOOR ABOVE b 60$0 b 6 REF, SPACE J THAN OF�HE_FJ-.00RAREA OF UCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO O O L Y41 H20 HOOKUP RECEIVED JUL 2 8 2016 TRS AND ASSOCIATES b ri THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR I I ^) SHALL OTHERWI5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE J�• 0 u, ONE LITE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOORN �• \)`Q �� S�S� SAFETY Jry ID GRANITE _ ._ AREA BEING VENTILATED. O \� 1� r06 G GLASS Q Q) SOPJSLAND 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION I `2`9 11J s A •36" HEIGHT 4,+x$+ aooRs u HVAC GOND. UNIL: HVAC: REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF 15 ADJOINING (0% 6 0 t SEE ELECTRICAL AT THE TIME OF ROUGH INSTALLATION ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN t I DI INC ROOM V NOTE 32 t OR DURING STORAGE ON THE .. UNOBSTRUCTED / PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE �� ENVIRONMENTAL CONSTRUCTION 517E AND UNTIL FINAL FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. R303.2 I _ WOOD OR Q '� if QUALITY NOTE 17. 3.) BATHROOMS: BATHROOMS. WATER CLOSET COMPARTMENTS t OTHER similar MIRROR '�`n F C t r GRANITE -56' STARTUP OF THE HEATING AND ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT L-1 6.0' INCL (1) « SHOES RESILIENT FLOOR '� It ` Yv TOP 1 SPLASH COOLING EQUIPMENT, ALL DUCT AND 4 I H /�j'II@\1 GPM /�j�Q\ IL W I SEE ENVIRONMENTAL �0 ` ~ OTHER RELATED AIR DISTRIBUTION LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. 3'-O" WINDOW D ( 8 j N I p �,�� Iii 60 P51 NOTES 768 i IIl \' � � � COMPONENT OPENINGS SHALL BE LOCALXH THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE RUSTARTIFICIAL LIGHT t I w 0 • W F COVERED WITH TAPE, PLASTIC, SHEET LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES • = d N �` SHOWER VALVELJOTE: O m w ATTIC PASSAGEWAY: kI, = METAL OR OTHER METHODS. SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE GRANITE c w Y' �P 1" PROVIDE INDIVIDUAL CONTROL I I I > -1 PROVIDE UNOBSTRUCTED, SOLID �CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MEGHANIGAL THERMOSTATIC MIXING VALVES, 111 MASTER BATH TOP d SP SH• I -10 CODE, CHAPTER 4. O w dFLOOR NOT LESS THAN 24'WIDE xPRESSURE BALANCE OR TILE FLOOR Ip x HEATING: U1 ryLE55 THAN 20'IN LENGTH, FROM 4 11OSO 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF COMBINATION VALVE TYPE. CPC = 3'-1 O- 2'-1 O" 3'- 1 0" IQ ry . ACCESS TO HVAC UNIT. 2013 CMC 408.3 O I SECTION 904.1 1.3. MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68"F AT A POINT 3 FEET ABOVE THE O 1 O BACKING FO FLOOR d 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. 8303.9 S y EXHAUST -PI GT5: SD 1 TOWEL BAR O 44' 0 Y,7 CLO j j b"x b" HANDRAILS: HB CEILING HEIGHTS: s o TERMINATE OUTSIDE OF HE '� D N CARPET FLOOR j 1) HANDRAILS ARE PERMITTED ON ONLY ONE SIDE. N HABITABLE SPACE: L-10.0' >` G BUILDING W/ AGK -DRAT I 2) HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE 1 DAMPERS. SEE ENVIRONMENTAL HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 6 PORTIONS OF BASEMENTS A/� 4• @ d NOTES 7-9 / 1 2. H / AN OUTSIDE DIAMETER OF AT LEAST 1.25 INCHES AND NOT CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. `SST. Up NB 6 1 5 ^ 1 \ 2 b GREATER THAN 2 INCHES, OR SHALL PROVIDE EQUIVALENT 8305 @7 - 30409H SD3 b ,4 _ _ _ O �2 X= N N 5 t} n 6RA5PABILITY. x N EXCEPTIONS: 6 I TP, G '• w W U 4 3) IF A HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A130 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED TYp, N O HBI 2 g SMO ER _ •I J O I I J� ryo ',� H L- 2 O' Q •• /U PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT N Ij1 b FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEA57 7 FEET 6 NO S7' @� LUS TILE TO . 2' w a Q l Afi/� 2 U1 �. SD 1 50 I G V' _ d' A Gl U) / . GREATER THAN 6.25 INCHES WITH A MAXIMUM CROSS- PORTION ID 10 PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LE55 THAN - - L-3.0' 6 g d I 2 GPM O O , N n 4 SECTION DIMENSION OF 2.25 INGHE5. N N 5 FEET. t:, D WH S TOILET rl - SHOES _ _ 4) A VERTICAL 2 -INCH BY 6 INCH HANDRAIL 15 NOT TMP' 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 5 INCHES AT THE °p p - b"X b" PERMITTER .I CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES A5 SHOWN - FIGURE R307.1. _ SO GAL_GA5 WATER. HEAT R; � ((1 THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE p Ji - - - - - - •+6• NOH PLATFORM WITH P.T. VALVE WrtH OM. THE To - O 110 OVT5I0EW/5Ei5MICSTRAFE TOP TAN. BOTTO THE PRESSURE 7' D@ HDU I 2880 OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A b D1` LQj STRAPS D BE 4'MRABOV! FROM VEHICULAR ULARDRU R/ < Sg ? BUILT-IN LOCKERS 6"x6' LIVING ROOM p ROOF AND PROV DE BARRIER FROM VEWCULAR DAMAGE TANKFOR �1 TB 41IF F SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 0 INCHES ABOVE A p D GJ v D i i PROVIDE CIRCULATING PUMP WELL A'FR b 76 " 1 2 WOOD OP, MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. D _7 p ' EMERGENCY -SCAPE d RE5GUE: (2) STEPS 6"xb" SD2 UP 5D2 RESILIENT FLOOR SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE d RESCUE p WATER HI- AT_N 0TE5: b ONE LITE SEE ENVIRONMENTAL N OPENING. R3 10. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE p I I I PROVIDE THE FOLLOWING 1/2 LITE () b I SAFETY ALLWAY 3 HALL TYP. I 5TAIR5: NOTES 746 THE FLOOR d SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. - - UUNOBSTRUCTED VE T,OR RECEPTACLE YEKT S'.SAFETY GLA55 21 OAT^EEN w N VENT, ROME B VENT AER HEATS ME GLA55 dJ O DOOR TILE FLOOR � CARPET FLOOR 1) THE MINIMUM TREAD DEPTH EQUALS 10 INCHES. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 BETWEEN OUTSIDE TERMINATONI WHERE WATER NEATER B I In 2) THE MAXIMUM RISER HEIGHT EQUALS 7 3/4 INCHES. SQUARE FEET. _ v m O I WSTALLED. N ITI SEE ENVIRONMENTAL p S)C-0NDlNSATE DRAINNOMORl THAN 2'N16MER THAN THE BASE OF DOOR NOTES 7-9t 12. 3)ANOSING NOT LESS THAN 0.75 INCH BUT NOT MORE THAN x MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. p d) THE WATER HEATER THAT ALLOWS NATURAL ORAINASE WaHovT BREEZEWAY- O I 1.25 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH MINIMUM OPENING NUDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. D p O 4;&AS SUPPLY LINE W/ACAP- OF AT LEAST 200.000 BTU/HR LONG. LAB LOo R• -I 'V Z SOLID RISERS WHERE THE TREAD DEPTH 15 LESS THAN 1 1 F.P. XTRORDINAIR EGRESS: O I GARAGE S)PROVIDE SESMIC BRACMb FOR W/H AT LOCATIONS EQUAL TO T O@ -STUCCO GLC. tt1 r O jII-1 INCHES. HIGH OUTPUT THE TOP (BOTTOM 1/S OF ITS VER -AL DIMEN5IOR 5TRAP R/ R @ fV W W 4) SPACES UNDER STAIRWAYS ARE PERMITTED TO BE MODEL 564 65 1.) AT LEAST ONE EGRE55 DOOR SHALL BE PROVIDED. R3 1 1 THE EGRE55 DOOR D DOOR SHALLSE AMIR OF 4'ABOVE CONTROLS. ,," /� U TOP OR SIDE VENT 67 COMBINATION PRESSURE TEMPERATURE RELIEF VALVE TO 'p T-4- I 1 3'-4" 3'-4- U PROTECTED ON THE ENGLO5ED SIDE WITH A 1/2 INCH SHALL BE SIDE -HINGED, d SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES D O p D D OPENER OUTSIDE W/UNTHREADED PIPE FAUN& DOWNWARD BETWEEN 6• WHEN MEASURED BETWEEN THE MAGE R THE DOOR 6 THE STOP, WISH SHE DOOR I ° I I TO (NAT hFRE UNC. _ �� 30$0 p GYPSUM BOARD. OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT D � � I 2880 258 BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO p ° - o b d LAUNDRY FIREPLACES;_ THE BOTTOM OF THE STOP. I I I I XT 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. g - HVAG_GOND..1)NIL: ROOM SHE HD INSTALL AS PER MFG. SPECS 6 COMPLY LL. N D p _ LAUNDRY - AGE U� WITH U.5. EPA PHASE 11 EMISSION LIMITS. O O THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY 9 SEE ELECTRICAL ' LANDING SHALL HAVE A MINIMUM DIMENSION OF 56 INCHES MEASURED IN THE - ° SINK NOTE 52 6 "O TILE FLOOR IG... b'Xb" I 5$TB 16 5A5 FIREPLACE SHALL BE DIRECT -VENT N 111 • W GR NITE-236: SEALED -COMBUSTION TYPE. DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE p - - - - - - - ENVIRONMENTAL _I = ' d TOP_ SPL SH IN)? 50$0 NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). D QUALITY NOTE 1 7. 111 N RYE _ FIREPLACES SHALL ALSO COMPLY WITH N N 5.) STAIRWAYS SHALL NOT BE LESS THAN 3b INCHES IN CLEAR WIDTH AT ALL POINTS p - -O GRANITE ENT K R O I APPLICABLE LOCAL ORDINANCES. ABOVE THE PERMITTED HANDRAIL HEIGHT d BELOW THE REQUIRED HEADROOM D D I TOP 6 SPLASH UT51 v I �0 HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF p D jn ° p THREE GAR GARAGE I ry IR K s y�r✓ THE STAIRWAY d THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT t BELOW THE p CONCRETE SLAB FLOOR �0 dJ LAUNDRY Z BATH m Sr@ ? HANDRAIL HEIGHT, INCLUDING TREADS d LANDINGS, SHALL NOT BE LE55 THAN 3 1 1/2 D I SINK • " IQ # I 76 pD _ _ _ _ _ - 5HEETROGK WALLS 4 GLC. TILE FLOOR N BEDROOM 2 INGHE5 WHERE A HANDRAIL IS INSTALLED ON ONE SIDE d 27 INCHES WHERE HANDRAILS - _ b = _ --_ ARE PROVIDED ON BOTH SIDES. p PROVIDE KEYLESS o D_ - - CARPET FLOOR 60$0 ° ° ENTRY TOUGH PAD �D IL SEE ENVIRONMENTAL b L-1 2.0' FIRE SPRINKLER SYSTEM: Rt ONE LITE b L-b.l I BACKING. NOTES 7-9 d 12. 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R3 1 3 I V I I (11 FORTOWEL I SAFETY EXCEPTION: AN AUTOMATIC, RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE p PROVIDE N UPPER T.F. BAR o 44" ENTRY GLA55 REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT D ' PLUMBING FOR O I WOOD OR DOORS I N9U% ALREADY PROVIDED WITH AN AUTOMATIC, RESIDENTIAL SPRINKLER SYSTEM. R3 15.2 v CONCRETE ,p U) 1S I I WATER SOFTENER. _.. r B w J NUI tQ w PROVIDE 1 BEDROOM WINDOW WITH A MIN. RESILIENT FLOOR 00 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, DRIVE WAY ° I I v N W o 26405H 264051 - n J 0 _j > w WI•cz NET CLEAR OPENING OF 5.7 SQFT. SHALL BE IN AGGORDANCE WITH NFPA 1 5D OR SECTION R31 S. NN D L J = V 10 4r ry I- -10 N SEE ENVIRONMENTAL = LL. • EXCEPTION: GRADE FLOOR OPENING CAN NOTE5 766 CLO < Z m OL SMOKE ALARMS: p b NOTE: O I I to oQ% �P� D p D ___3 JQJ Q) N N �p HAVE A MIN. NET CLEAR OPENING OF 5.0 1 SOFT. r•• 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R514; I N D 10 O - O b \'� Z• A L-3.0 i W ---- _ %0 SILL_HEIGHT: MAX. 44" ABOVE FLOOR A. IN EACH SLEEPING ROOM. R3 14.3. (� NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), ' •C� I ) - U) AFETY GLASS ENCL. I ory e '� B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE D v LOWEST ADJACENT GRADES (LAG). •TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG O GARAGE O .I N - D TUB t SHQWER MIN_OPENING.HEIGHT: 24". 4 BEDROOMS. 8314.3 p ELEGT_SERVIGE; • TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): 0.4' ABOVE LAG ° D p I DOOR ffl D o TILE TO +72' DRYER�X_ AySL• p MIN.QeENIN.GJ'7JD_TH: 20" I - I �Q 4'x6" 4'X6' 0 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN DOOR OR WINDOW • TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • 2013 CALIFORNIA ELECTRICAL CODE (CEG), OPENER PROVIDE IN. MOISTURE EXHAUST 2 GPM a 80 P51 2 SHELVES INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A D p • 2015 CALIFORNIA FIRE CODE (CFC), I �" - 6 2 POLES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN - NOTE: NAIL INA LARGE OAK TREE R THE EST E THE BUILDING PAD (ABOUT 3' ABOVE GROUND) IS SET FOR THE FINISHED FLOOR ELEVATION' p I DUCT WITH GK-DRAF-DAMPER_ 5415 5gFt TOTAL THE INDIVIDUAL UNIT. R314.5 • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE GARAGE DOORS: I I 3.) THE MAXIMU LENGTH FOR THE - 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING ° p SERVED8 M A COMMERCIAL SOURCE !SHALL BE p 1) THE BOTTOM OF FLOOD VENTS D D _ p ' 1) HOLD GARAGE FLOOR BACK 50 IAT DOOR LANDS ON APRON 3/4' BELOW b GE FLOOR LOj'4 `b b"Xb" DRYER Y E EX US DU I D 402085 POST - I v 305051 305051 50505H 30$0 S y 'D ° D ✓D � Q OFFICE EQ�PPED WITH A BATTERY BACKUP. R514.4 PERMITTED TO BE SOLELY BATTERY OPERATED IN SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. OCCUPANCY GROUP: • OCCUPANCY k R3/U= I 2) FINISHED GARAGE DOOR TO BE i'VALVE-NOTE: SHORTER IN HEIGHT / 2' NARROW THAN WIDTH W/ PBS NOTE: OR'TR VE1 D Jry' S dG [ \ A q D V ° p p JA), b -PORCH 4"x (2• _WOOD OR _ EXCEPTIONS: SMOKE ALARMS ARE EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE 2) A `FINISHED" GONSTRUGTION YP OF GARAGE DOOR SIZE. JR� PROVIDE INVI L CO: VENT TO TE 'MINATE p PROVIDE INDIVIDUAL CONTROL VE d L -7.O' a p p v. a9 01 �1 RESILIENT FLOOR_ _--- p CARBON. MONOXIDE ALARMS:. V ° ° :7 - -�7YRovIDE�-DL1D73LOGRING7G TER OF DOOR FROM HEADER TO A MINIMUM OF 14'ABOVE TOP OF DOOR O THERMOSTATIC. MIXING VALVES, MIN. FR ANY PRESSURE BALANCE OR ' WINDON OPENING. COMBINATION VALVE TYPE. CPC GONGRETE SLAB FLO R oj� D S D UJ p - - HORIZONTAL SIDING -Q 11 ° t, p SEE ENVIRONMENTAL NOTES7db 1.) FOR NEW GONSTRUGTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 5TRUGTURE. � /� � A p O D D 1 285 g F EE E p I L -8.O' 6 STUPCO GLC. SDI - INSTALLED IN DWELLING UNITS d IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING THAT HAVE ATTACHED GARAGES. _I 111 p - _ 405.3 v - ' EXH/RI)BT D.UG D l0 TERMINAT�OUT5IDE ° - p p - APPLIANCES ARE INSTALLED t IN DWELLING UNITS D 6'x6" POST,, p 5"x 6" POST p OF THE BUILDING W/ 6"x6" POST 6'x6" POST TYP- Q 0 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 15.1 t R31 5.2 SHALL BE D GAS SERVICE: +96 S 10' V FROM v - W/ PBS ° W/ PBS' BACK -DRAFT D W/ PBS W/ PBS p \ - D INSTALLED IN THE FOLLOWING LOCATIONS: D D - - - _ _ - - GAS D DAMPERS. p - D A. OUT51VE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE ° ° v I TRIO L 5 ELEGTRIGAL SERVICE, VICINITY OF THE BEDROOM(5). p WINDOW OR VENT. B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. D p D I I •ODp p NB I I I Q .1%GONG. SLAB EDGE OUT 2" D b p H05EBIBBS: INSTALL NOND ° � REMOVABLE _ BACKFLOW 16 4• D o D v I b PREVENTION SD1 DEVICE. GC, 2b20FX 2620FX 2620FX p S vp D D v p d I THE LANDING AT AN EXTERIOR -4p 265051 265051 265051 3 .0' v D O HAG: � DOORWAY SHALL NOT BE MORE THAN TYP _Lv ° v O GARAGE yO AT THE TIME OF ROUGH INSTALLATION OR D 7.75 INCHES BELOW THE TOP OF THE J D p I I DOOR 3 ST v? DURING STT�RA6E�M.7HEGOPiSFRUGTION SITE CxlIySt1E-HEATING THRESHOLD, PROVIDED THE DOOR, (� T N p ° I OPENERI I @ 76 AND UNTIL.ORALSTARTUP OTHER THAN AN EXTERIOR STORM OR p a. p p p D D v AND COOLING EQUIPMENT, AKL-I2UbT AND. OTHER RELATED AIR DISTRIBUTION SCREEN DOOR, DOES NOT SWING B p v ° I I I .�- COMPONENT OPENINGS SHALL BE COVERED OVER THE LANDING. 15 45. °°T -P ST HEST METAL OR OTHER p D "O WI H TAPE, L tG, 5 GUARDS: 5D 1 ° p • I I aL-8.0' 1 METHODS. GUARDS ARE REQUIRED FOR WALKING D P ' " SURFACES LOCATED MORE THAN 90' O.H. p D p S OU , 9 ABOVE ADJACENT GRADE. CR G D D D p `ST ? _ _ _ _ _ _ _ Sol R3 1 2.1.1. D pS7PP�yT:I �OJ�', y TYP. �t CONCRETE SEE EXTERIOR b�0 4` ° WALK ° ELEVATIONS. 6 ° pv D D F.G. S 71 - D \, HB Q ry�ossy Q p Jry 6 4Jm 265051 265051 26505H - Sol ASG 6 Z4�m L-6.0' Z� @ L-6.0' -- TYP. ROKE I!•H• J ARCH / p v p ° p b'-8- 5-4" V-4- 6'-8" 3'-4" b'-2" 3'-4" 2'-b" 5'-4' b'-4' b' -O" 3 =6" -0- 2'-$" OUN T. � -T A 24'-0" 10'-0" 9'-b" 1 V-2" 1 2'-4" 9 1'-b" o i , cp p p D X = ,p U) 1S 4-` = zo r W0 vvr �,j �D z Ei WINDOWS 00 AT 1'-10". N 111 v N W o %0%0 •w l� V W \ "C NN L J Lu < Z m OL 1XL N NOTE: ILin Q O N NN PLAN STRUCTURAL NOTES: � Q 1010 N • 2015 CALIFORNIA BUILDING CODE (GBG), NN p p D D D D � D D 'D ° p D p D p 0 p- DD p � p - ° p- � L IL 0 X = ,p U) 1S 4-` = zo r W0 vvr �,j �D z Ei WINDOWS 00 AT 1'-10". N 111 v N W o %0%0 •w l� V W \ "C NN L J Lu < Z m OL 1XL N NOTE: ILin Q O N NN PLAN STRUCTURAL NOTES: � Q 1010 N • 2015 CALIFORNIA BUILDING CODE (GBG), NN 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL L IL 0 Ltn NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), SHEETS SD 1 -503 FOR -ADDITIONAL INFORMATION. 10 LOWEST ADJACENT GRADES (LAG). •TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG IGACODE (CMC), • 2013 CALIFORNIA MECHANICAL NN b 2.) TYPICAL MINIMUh�BEARING WALLR.AMING U.N.O.: to ELEGT_SERVIGE; • TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): 0.4' ABOVE LAG • 2015 CALIFORNIA PLUMBING CODE (CPG), 200 AMP SERVICE 36" CLEAR OF DOOR OR WINDOW • TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • 2013 CALIFORNIA ELECTRICAL CODE (CEG), 4 W MIN. - 75" MAX. EXTERIOR WALL 2Xb DF STUD AT 1 6" O.Cy- 'Sr.ONFIRMlOGA710N• 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. AFTNb BY: (550) 5-11-0559 19 YGAMOR! VALLlY ROAD GNICO, GALIFORWA 959'13 LYNN5NIMH5 2*ATT.NET ENERGY GALLS BY: `` I % OOL.001`1 SUN _DESIGNS MAX ', RAMIREZ ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-5427 O ���ESSiOn� c,l "No. 75F8' x R� £0 C�htG 7/20/2016 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 THIS ENGINEER FOR EACH UNIQUE BUILD. d) MIO 11) � U) 1S 4-` = zo W0 vvr �,j �D z Ei WINDOWS AT 1'-10". Q NJ < O v N W o Z W � •w l� V W \ "C n 0 V yL L J Lu < Z m OL W V to }- d) NOTE: ILin Q O N FLooR PLAN STRUCTURAL NOTES: It 4 w Q D pD - p p v D p p p z p p D p D p D p D p p Dp D pDp D D D p D D p < N p D p D D pD D p D p Gln 111 NOTE: HOLD TOP OF �,j �D z Ei WINDOWS AT 1'-10". = -1 UNLF-55 NOTED OTHERWISE NOTE: THI5 PLAN TO COMPLY WITH THE FOLLOWING: FLooR PLAN STRUCTURAL NOTES: It 4 w FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. • 2015 CALIFORNIA BUILDING CODE (GBG), 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL L IL 0 NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d • 2013 CALIFORNIA RESIDENTIAL CODE (GRG), SHEETS SD 1 -503 FOR -ADDITIONAL INFORMATION. LOWEST ADJACENT GRADES (LAG). •TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG IGACODE (CMC), • 2013 CALIFORNIA MECHANICAL SCALE: 1 /4" - 1'-0" 2.) TYPICAL MINIMUh�BEARING WALLR.AMING U.N.O.: LIVABLE" • TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): 0.4' ABOVE LAG • 2015 CALIFORNIA PLUMBING CODE (CPG), FLOOR NOTES' �'*••,, • TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • 2013 CALIFORNIA ELECTRICAL CODE (CEG), _PLAN- L) AUTOMATIC RESIDENTfAL FIRE SPRINKLERS ARE EXTERIOR WALL 2Xb DF STUD AT 1 6" O.Cy- 23 9 4 SgFt 1 ST FLR • LOWEST ELEV OF MACHINERY: 3.0' ABOVE HAG "A • 2015 CALIFORNIA FIRE CODE (CFC), - REQUIRED AS PER 5ECT1or1 Rt t"33 oR�FPA 13D. - -` INTERIOR WALL5: 2X6_ DF STUD AT 1 6' O.G., 102 1. SgFt 2ND FLP, AL NOTE: NAIL INA LARGE OAK TREE R THE EST E THE BUILDING PAD (ABOUT 3' ABOVE GROUND) IS SET FOR THE FINISHED FLOOR ELEVATION' • 2015 CALIFORNIA ENERGY CODE DESIGN BY OTHERS. SEPARATE PERMIT WILL BE -'"� ---- - _ "` . ' 5415 5gFt TOTAL • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE REOL11RED. 3.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL Cl' PLATE HEIGHT 1) THE BOTTOM OF FLOOD VENTS (COMMONLY GALLED "GALGREEM) 2.) SUBMIT FINAL CONSTRUCTION WASTE ELEVATION AND TYPICAL WALL OPENING SCHEDULE. (SARAGE: ¢ SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. OCCUPANCY GROUP: • OCCUPANCY k R3/U= MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 1�1-UNLE NOTED OTHERWISE. 3.) PLATE HEI TFR- 4.) ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 1008 SgFt 2) A `FINISHED" GONSTRUGTION YP l 4.) TYPIGA ALL FR�I UNLESS NOTED TO THE ENGINEER OF RECORD. COVERED FLOOD ELEVATION CERTIFICATE G0N5TRUGTIb1l _: OTHERv11S 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE PATIO: PLATE HEIGHT i /% ,n It ��I %� / 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 5TRUGTURE. � /� � A • CONSTRUCTION TYPE le C t / EXTERIOR WALL5: 2"xb" DF STUDS 0 16" G/G INTERIOR WALLSr2'x4' DF STUDS ® 1 b" G/G - .. TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE 285 g F EE E -----, Ill 9' PLATE HEI&W 1' PLATE HEIGHT I I I P77 LATE #��I�HTS SCALE: 1/16 - 1'-O" PLATE L \`9'-1 O" PLATE HEIGHT HEIGHT ACCORDING TO MFR'S WRITTEN GUIDELINES. 80 5g t BR Z b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN _1.45 5gFt REAR COMPLIANCEWITH 2015 GBG FASTENING SCHEDULE, 510 5gFt TOTAL TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. DATE: '7/20/201 b BUTTE SCALE: COUNTY SHOW N JUL 2 7 20101' DEVELOPMMr FOR COpEV `"L`c'J r�40�i CODE COMPLIANCE AUG 0 4 2015 SHEET PERMIT # O @UTTSAE SIO VE60PMENTSERVICES " pj,WED FOR'D' PEED ASI.SO�,ATES -i coo " � WILIANCE -- F+"11 _ rL O COPYRIGHT 2015 ADAM BIRGHARD - GENERAL CONTRACTOR -. .1 MAX RAMIREZ - &OLDEN SVN DESIGN - ENERGY GALLS SUMMIT 5TRUGTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief X8 Pians\Adam Birchard Residence\Birchard Resldence.layout LYNN SMITH -DRAFTING (5301 864-5427 CELL 221 69 SAMSON AVENUE, CORNING, CALIFORNIA 96021 y 563 RIO LINDO AVENUE •200, CHICO, GA 95926 ADAM BIRGHARD �p�ry���y� 1 99 SYCAMORE VALLEY ROAD, 4 PHONE: (530) 521-7242 CELL (530) 592-4407 WORK (530) 564-5427 CELL 1111111 CHICO, GA 95973 EMAIL ADDRESS: Adam®BlrGhardGOnstruction.GOm EMAIL ADDRESS: R land®SummltGhlGO.GOm I1� EMAIL ADDRESS: Max6GadMama.com y EMAIL ADDRESS: Adam•BirchardConstruction.com _• (530)891-104 -0585 WORK I d" w 5TAIR5_H_ANDRAIL_ 4 GI0A_RD5: O.OF 4_ CEILING FRAMING: ENVIRONMENTAL STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL STAIRWAYS AS PROVIDED FOR IN R3 1 1.1.1 _R_ 1.) ATTIC VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE -_QUALITY_ SECTION 4.501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, STAIR HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM GLEARANGE OF 80 GROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1' OF IRRITATING AND/OR HARMFUL TO THE COMFORT d INELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS d INCHES MEASURED VERTICALLY FROM A LINE EGTING THE EDGE OF TH£ TONINGS. AIRSPACE IS REQUIRED BETWEEN THE INSULATION d THE ROOF SHEATHING. THE NEIGHBORS. SUCH HEADROOM SHALL VE T CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 1 THE AREA 1.) FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIREGT-VENT SEALED -COMBUSTION LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. DI THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED AT D I THE TYPE. ANY INSTALLED WOOD5TOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE 11 EMISSION THE MINIMUM GLEARANGE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY t UP FI UPPER PORTION OF THE SPACE d THE BALANCE PROVIDED BY SOFFIT VENTS. LIMITS WHERE APPLICABLE. WOOD5TOVE5, PELLET STOVES d FIREPLACES SHALL ALSO COMPLY WITH LANDING. 1 1.9.2 R806 APPLICABLE LOCAL ORDINANCES. STAIR WALKLINE: THE WALKLINE K WINDER TREADS SHALL BE CONCENTRIC TO THE 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS t PROTECTION OF MECHANICAL THE TUR DIRECTION OF TRAVEL THROUGH THE TURN t LOCATED 1 2 INCHES FROM THE SIDE WHERE THE AREA WHEN AT LEAST 40% t NOT MORE THAN 50% OF THE REQUIRED EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE THE WINDER5 ARE NARROWER. THE 1 2 -INCH DIMEN61ON SHALL BE MEASURED FROM THE VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR CONSTRUCTION SITE d UNTIL FINAL STARTUP OF THE HEATING, COOLING d VENTILATING EQUIPMENT, ALL DUCT t OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF RAFTER SPACE. R806.2 SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR 3.) ATTIC ACCESS: AN OPENING NOT LE55 THAN 20" BY 30" SHALL BE PROVIDED WATER, DUST t DEBRIS, WHICH MAY ENTER THE SYSTEM. WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R31 1.9.4 TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. I R: STAIR TR A S d RI R HA MP Y I TREADS_! R 5E 5 E D SE 5 5 LL GO L W TH SECTION R3 1 1.9.5: HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE AGGE55 4.504.2.1 ADHESIVES, SEALANTS d CAULKS. ADHESIVES, SEALANTS d CAULKS USED ON THE PROJECT SHALL 1 1 DIMENSION REFERENG SURFAG 5: OR THE PURP F THI A R3 L_ .5 E E F OSE O 5 SECTION, LL OPENING. 8809.1 MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. R3 1.1.7.5.152 RISER HEIGHT d TREAD DEPTH: THE MAXIMUM R15ER HEIGHT SHALL BE 1 C 5AF_-ETY_GLAZING: AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 3/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 1 O INCHES: THE MINIMUM WINDER A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, t TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES; d THE MINIMUM WINDER TREAD HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOIN N6: CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 J 6LAZIN6 IN SWINGING DOORS EXCEPT JALOUSIE5, IN FIXED d OPERABLE PANELS OF SLIDING DOOR d BIFOLD ASSEMBLIES, d GLAZING IN STORM DOORS. MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SOAQMD RULE 1 168 VOC LIMITS, A5 SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY WITH THE 1 1 /4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE 2.) GLAZING IN DOORS d ENCLOSURES FOR HOT TUBS, WHIRLPOOL5, SAUNAS, STEAM RULE I i 68 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE TREAD DEPTH A LE55 THAN 1 1 INCHES. 1 1 STAIR TREADS t RISERS SHALL BET UNIFORM SIZE d SHAPE. THE ROOMS, BATHTUBS d SHOWERS, d GLAZING IN ANY PORTION OF A BUILDING WALL DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE d TRICHLOROETHYLENE), EXCEPT FOR TO ANC TOLERANCE BETWEEN THE LARGEST t SMALLEST RISER HEIGHT BETWEEN THE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF AEROSOL PRODUGT5, AS SPECIFIED IN SUBSECTION 2 BELOW. CH LARGEST t SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF THE GLAZING IS LE55 THAN 60" ABOVE A STANDING SURFACE. B. AEROSOL ADHESIVES, d SMALLER UNIT SIZES OF ADHESIVES, 6 SEALANT OR CAULKING COMPOUNDS STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF 5.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR (IN UNITS OF PRODUCT, LE55 PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND t DO NOT STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24" ARG OF CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOG STANDARDS d R3,�15.3 N051NG5: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION d WHERE THE OTHER REQUIREMENTS, INGLUDING PROHIBITIONS ON USE CERTAIN TOXIC COMPOUNDS, OF GREATER THAN 9/ 1 6 INCH. A NOSING NOT 55 THAN /4 N H T T M R T AN LE 3 I G BV NO O E H 1 BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 60 ABOVE THE IN CALIFORNIA GODS OF REGULATIONS, TITLE 1 1, INTS 4 C ATI WITH SECTION 94509. 4.) PAINTS I COATINGS: 4.504.2.2 ARGHITEGTURAL PAINTS t COATINGS SHALL COMPLY WITH VOG LIMITS IN 1 /4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST WALKING SURFACE. THI5 PROVISION DOES NOT APPLY WHEN THERE I5 AN TABLE 1 OF THE ARB ARGHITEGTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE INTERVENING WALL BETWEEN THE DOOR d GLAZING, WHERE AGGE55 THROUGH UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOG CONTENT LIMIT FOR COATINGS THAT DO NOT THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF THE DOOR I5 A CLOSET VOR LESS IN DEPTH, OR TO GLAZING IN WALL5 MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE FLOORS d LANDINGS. BEY LING F NO51NG5 HA T IN E O 5 LL NO EXCEED 1 /2 GH. PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, E1_SOEPTION: THAN THE WALL TOWARDS WHICH THE DOOR SWINGS. BASED ON ITS &LOSS, AS DEFINED IN SUBSECTIONS 4.2 1, 4.96, d 4.39 OF THE 2009 CALIFORNIA AIR A NOSING I5 NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 1 1 INCHES. 4.) GLAZING WHERE THE INDIVIDUAL PANE I5 GREATER THAN q SOFT, HAS A RESOURCES BOARD, SUGGESTED CONTROL MEASURE, d THE CORRESPONDING FLAT, NONFLAT OR STAIRWAY_LANDING5: THERE SHALL BE A FLOOR OR LANDING AT THE TOP d BOTTOM OF BOTTOM EDGE LE55 THAN 1 6" ABOVE THE FLOOR t A TOP EDGE GREATER NONFLAT-HIGH GLOSS VOG LIMIT IN TABLE 4.504.9 SHALL APPLY. EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL THAN 36" ABOVE THE FLOOR, d 15 ADJACENT TO A WALKING SURFACE. 5.) AER050L PAINTS d COATINGS: 4.504.2.3 AEROSOL PAINTS d COATINGS SHALL MEET THE PRODUCT - SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS d RAMPS WITHIN 36" WEIGHTED MIR LIMITS FOR ROC, IN SECTION 94522(A)(3) t OTHER REQUIREMENTS, INGLUDING THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE t THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS HORIZONTALLY OF A WALKINo SURFACE, WHEN THE EXPOSED SURFACE OF THE PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS d OZONE DEPLETING SUBSTANCES, IN SECTIONS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING 94522(6)(2) d (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. SURFACE. 94520; d IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT EXCEPTION; A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR 6.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM ADDITIONALLY COMPLY WITH THE PERCENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, FLIGHT OF STAIRS, INGLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF RULE 49. DOES NOT SWING OVER THE STAIRS. R3 1 1.9.6. THE GLASS IS LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. 6.) VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THI5 SECTION SHALL BE PROVIDED AT HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS 1 SPIRAL STAIRWAYS ARE PERMITTED TO SITE__ADQRE55: THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT I5 NOT LIMITED TO, THE HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF W b /'ti' FOLLOWING: STAIRS WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.1.8. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR A. MANUFACTURER'S PRODUCT SPECIFICATION. HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE t B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INCHES d NOT MORE VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL 1.) CARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING A TH N 98 INCHES. R9 1 1.1.8.1. CONTRAST WITH THEIR BACKGROUND. AD RESS NUM R HA ARA I M R D BE 5 5 LL BE B G NV BE 5 PR d ODUGT REQUIREMENTS OF ONE OF THE FOLLOWIN G GRA5PABILITY: HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM A. CARPET t RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. DIAMETER OF AT LEAST 1 1 /4 INCHES d NOT GR ATEA THAN 2 N HES. IF THE HA RAI E I G ND L STROKE WIDTH OF 1/2 INCH. WHERE ACCESS I5 BY M ANS F A PRIVAT ROA d TH E O E D E B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH "STANDARD METHOD FOR THE TESTING d IS NOT SHALL HAVE PERIMETER DIMENSION LEAST 4 INCHES t NOT RTHAN BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR EVALUATION OF VOLATILE ORGANIC CHEMICAL EM155IONS FROM INDOOR SOURCES USING 6IT E H GREATER THAN 6 1 /4 INCHES WITH A MAXIMUM GRO55-SECTION DIMENSION OF 2 1 /4 TI N OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R3 1 9.1. ENVIRONMENTAL CHAMBERS; VERSION 1.1, FEBRUARY 2010 (AKA SPECIFICATION O 1 350.) INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF O.O 1 INCH. G. N5F/ANSI 1 40 AT TH E GOLD LEVEL GONTINUILL'. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH ,. ; , , � , , '" D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR A VANTAGE- GOLD. D OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER TO A POINT DIRECTLY 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL - THE REQUIREMENTS OF THE CARPET d RUG INSTITUTE'S GREEN LABEL PROGRAM. TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A riALL GREEN PLA1N_N_ TNG d DESIGN: q. CARPET ADHESIVE: 4.504.9.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE ) SHALL HAVE A SPACE OF NOT LE55 THAN 1 1 /2 INCHES BETWEEN THE WALL d THE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE 4.504.1. HANDRAILS.. R3 1 1.1.8.2 IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 EXCEPTIONS: t RETAIN SOIL RUNOFF ON THE SITE 4.106.1: PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM FOLLOWING: TURN. WATER ON THE SIT . E A. VOC, MISSION IMITS FN I TH A RATI FOR HI H P RFORMANG SCHOOLS GHPS E L DE I EDN E GOLL BO VE G E E ( ) B. THE USE OFA VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL IS B. WHERE STORM WATER 15 CONVEYED TOA PUBLIC DRAINAGE SYSTEM, COLLECTION HIGH PERFORMANCE PRODUCTS DATABASE. ALLOWED OVER THE LOWEST TREAD. POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE B. PRODUCTS COMPLIANT WITH GHPS CRITERIA CERTIFIED UNDER THE GREEN6UARD CHILDREN d Uh : WHERE REQUIR UAR 5 HA A N N- A 6 RDS ED G IN 5 LL BE LOG TED ALO G OPE SIDED W LKING A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE SCHOOLS PROGRAM. SURFACES, STAIRS, RAMPS d LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES EN ENFORCING AGENCY. C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFOI) FLOOR SCORE MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 C. GOMPLIANGE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT PROGRAM. INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. &LARDS SHALL BE ADEQUATE IN ORDINANCE. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING d STRENGTH d ATTACHMENT IN ACCORDANCE WITH SECTION R3 1 2. METHODS TO MANAGE SURFACE WATER INCLUDE: SINALES, WATER COLLECTION d EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING HEIGHT: REQUIRED GUARDS SHALL NOT LE55 THAN INCHES HIGH, MEASURED DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 8 OTHER WATER ENVIRONMENTAL CHAMBERS" VERSION 1.1 F BRUARY 2010 AKA SPECIFICATION O 1 350 . E ( ) IN VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR S, MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS d AID IN 1 COMPOSITE WOOD PRODUCTS. HARDWOOD PARTICLEBOARD d MEDIUM DENSITY THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. R3 1 2.1.2. GROUNDWATER RECHARGE. 4.106.3 F1 INTERI R FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL ODUC5 EXCEPTIONS: MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE A GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 C W ATER_EFFIGIENGY d_CON5ERVATION: FOR COMPOSITE WOOD (11 GGR 93 1 20 ET EEO.). BY OR BEFORE THE DATES SPECIFIED IN TH05E INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF INDOOR WATER CONSERVING PLUMBING FIXTURES d FITTINGS, SHALL COMPLY ri1TH THE SECTIONS, AS SHOWN IN TABLE 4.504.5. THE TREADS. FOLLOWING 4.903.1: 1 2.) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS B. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 54 INCHES d NOT OF DUAL FLUSH TOILETS IS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO FOLLOWING: MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE REDUCED FLUSHES d ONE FULL FLUSH. 4.903.1.1 A. PRODUCT CERTIFICATIONS d SPECIFICATIONS. LEADING EDGES OF THE TREADS. B. URINALS: NOT TO EXCEED O.5 GALLONS PER FLUSH. 4.303.1.2 B. CHAIN OF CUSTODY CERTIFICATIONS. OPENING. LIMITAIlONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW G. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 G. PRODUCT LABELED d INVOICED AS MEETING THE COMP051TE WOOD PRODUCTS REGULATION PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE PSI. 4.503.1.3 (SEE GGR, TITLE 1 1, SECTION q 3 1 20, ET SEQJ. REQUIRED GUARD HEIGHT. R312.1.3 D. MULTIPLE SHOWERHEADS SERVING ONE SHOWER: THE COMBINED FLOW RATE OF D. EXTERIOR 6RADE PRODUCTS MARKED A5 MEETING THE PS -1 OR P5-2 STANDARDS OF THE EXCEPTIONS: ALL SHOWERHEADS AND/OR OTHER 5HOINER OUTLETS CONTROLLED BY A SINGLE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN ASINZ5 2269 OR EUROPEAN b5b 35 A. FROM A HEIGHT OF 56 INCHES TO 42 INCHES, 6UARD5 SHALL NOT HAVE OPENINGS VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER STANDARDS. H WHIG ALLOW PA55AGE OF A SPHERE 43/8 INCHES IN DIAMETER. SHALL BE DE51ONEV TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION E. OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY. B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A 5HOWERHEAD. SECTION 4,50.5-JNTERIORROASTURE-CO_NTROL.. RISER, TREAD t BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL 1 3.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A N IAM I D ETER AVATORY FAUCETS SHALL NOT XCEED 1.5 ALLONS P R MIND AT 60 PSI. THE L E G E TE P R R R RNI H R R N R T L - - R UND VA O RETA DE BY THE GALIFO A BUILDING CODE G APTE 1 9 0 GO G E E S AB ON 6 0 G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LE55 FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE CHAPTER 5 A SPHERE 43/6 INCHES IN DIAMETER. THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 SHALL AL50 COMPLY WITH THIS SECTION. IN W DOW 51 5: INDWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LL F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHAL NOT L 14 GAPI LARY R A 4 A R R HA B IN TA ED IN OMP IANC WITH AT .) L B E K .505.2.1 A G PILLA Y B EAK 5 LL E 5 LL G L E A R LOG TED MO E THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW THE EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUGET5 MAY LEAST ONE OF THE FOOL WING: O LOWEST PART OF THE CLEAR OPENIN OF THE WINDOW SHA BE A MINIMUM OF 4 IN H 5 G LL 2 G E TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RAT BUT NOT TO E - A. A 4 -INCH THICK 1 O 1.6 RNRN BASE OF L/ZINGH 1 2.1 MM OR LARGER GLEAN AGGREGATE ( ) ( ) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, d MUST DEFAULT TO A MAXIMUM FLOW SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE d A OPERABLE SECTIONS OF riINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUGET5 CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING SHRINKAGE d CURLING SHALL BE PA55AGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R -O6. 24 INCHES OF THE FINISHED FLOOR R3 1 2.2.1 REDUCTION. 4.303.1.4.4 B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. LEGAL REGUIREMENT5- OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFE55IONAL CONTROLLERS FOR LAND5GAPING PROVIDED BY THE BUILDER d INSTALLED AT THE TIME MATERIALS WITH VISIBLE SIGNS 1 5.) MOISTURE CONTENT OF BUILDING MATERIALS: 4FLOO 1. ) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: FRAMNb T WATER DAMAGE SHALL NOT BE INSTALLED. WALL t FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE WORK 15 COMPLETED d A FINAL INSPECTION HA5 BEEN MADE. R 105.1 A. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' COMPLIANCE WITH THE FOLLOWING: CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE NEEDS AS WEATHER CONDITIONS CHANGE. A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER -TYPE OR CONTACT -TYPE PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR HODS M MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE I=OUNDATIONS_ d_DRAINAGE; COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A ENFORCING AGENCY t SHALL SATISFY REQUIREMENTS FOUND IN SECTION 1 O 1.8 OF THIS CODE. DRAINAGE: SURFACE DRAINAGE SHALL BE DIVERTED TOA STORM SEWER SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1 21 9 MM) FROM E OR O CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A COMMUNICATES WITH THE CONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS THE GRADE STAMPED END OF EACH PIECE VERIFIED. HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. IN S G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL d FLOOR THE 6RADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 1 O FEET. 1�� M_ ATERIAL CONSERVATION • RESOURCE EFF-IGIENGY_: FRAMING WITH DOCUMENTATION AGGEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 _$ 1.) RODEN_LPROOFIN6: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, OF APPROVAL TO ENCLOSE THE HALL d FLOOR FRAMING. INCHES OF FALL WITHIN 10 FEET. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL5 D. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE SHALL BE PROTECTED AGAINST THE PA55AGE OF RODENTS BY CLOSING SUCH REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET - BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING BUILDING. AGGEPTABLE TO THE ENFORCING AGENCY. 4.406.1 RECOMMENDATIONS PRIOR TO ENCLOSURE. FRAMINCG_GENERAL 2. J GONSTRUGTION Y'IASTE MANAGEMENT: REGYGLE AND/OR SALVAGE FOR REUSE A GTION 4. Ob: N R IR U TY SE 5. _..1. DOO R 5+1 ALIT.. , EXHAVSL 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION t DEMOLITION 1 bJ BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED d WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.406.9 OR 4.408.4, OR MEET SHALL COMPLY WITH THE FOLLOWING: BOLTS SHALL BE EMBEDDED AT LEAST 9" INTO THE CONCRETE d SHALL BE A MORE STRINGENT LOCAL CONSTRUCTION d DEMOLITION WA5TE MANAGEMENT A FANS SHALL BE ENERGY STAR COMPLIANT d BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. SPACED NOT MORE THAN 6' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS ORDINANCE. 4.408.1 UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2" OR LESS THAN 4" FROM EXCEPTIONS: CONTROLLED BY A HUMIDITY CONTROL. EACH END OF THE PIECE. R403.1.6 A. XGAVAT 501 d LAN -G ARING BRIS. E ED L D LE DE B. A. HUMIDITY CONTR S SHALL E CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY OL B 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES IN SIZE, B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL RAN F S THAN R Q A P R NT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY GE O LES O E V LTO 50 E GE SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE t THE NUT EXCEPT I AGENCIES IF DIVERSION OR REGYGLE FACILITIES CAPABLE OF COMPLIANCE WITH CONTROL MAY UTILIZE MANUAL OR AUTOMATIC. MEANS OF ADJUSTMENT. WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER THI5 ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE G. B. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN d IS NOT PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 6 INCH E. REQUIRED TO BE INT ORAL I.E BUI T -IN . E ( L ) L LARGER THAN THE BOLT DIAMETER d A SLOT LENGTH NOT TO EXCEED i 3/4 G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THI5 THE EN D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A INCHES, PROVIDED A STANDARD GUT WASHER IS PLACED BETWEEN THE PLATE SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL BATHTUB SHOWER OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM WASHER t THE NUT. R602.1 1 BOUNDARIES OF THE DIVERSION FACILITY. EXHAUST FANS SHALL COMPLY WITN THE CALIFORNIA ENERGY CODE. 9. FOUNDATION PLATES OR EXPOS THAT REST ON EXTERIOR FOUNDATION WALLS d ) 9. TR A A : SUBMIT A GONSTRUGTION WASTE C9N5.. UCIlON W STEM NAGEMENT__P__LhN 4 N M NT F R 5EG710N .501:., E VIRON E AL GOM O T_ ARE LE55 THAN FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR MANAGEMENT PLAN IN N WITH ITEMS A THROUGH E THE 11J HEATING LAIR -CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING LAIR -CONDITIONING SYSTEMS SHALL PRESERVATIVE -TREATED WOOD. T SHALL E WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY t SHALL BE AVAILABLE L LL BE A MLAO BE SIZED, DESIGNED d HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 4.) POSTS, 61RDER5, JOISTS 6 5UBFLOOR LOCATED IN A CRAWL SPACE MUST BE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.408.2 A. THE HEAT L095 t HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ALGA 2 MANUAL J-2004 NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS A. IDENTIFY THE CONSTRUCTION t DEMOLITION WASTE MATERIALS TO BE DIVERTED (RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN THAN 1 WOR WOOD GIRDERS ARE LESS THAN 1 2" ABOVE THE EXPOSED GROUND. FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR 5OFTWARE OR METHODS. B. DUCT SYSTEMS ARE SIZED ACCORDING TO AN51/ACCA i MANUAL D-2009 (RESIDENTIAL DUCT 5.) WOOD ROOF TRUSS MEMBERS d COMPONENTS SHALL NOT BE GUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN FUTURE USE OR SALE. B. SPECIFY IF CONSTRUCTION d DEMOLITION WASTE MATERIALS WILL BE SORTED SYSTEMS), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. APPROVAL OF A REGISTERED DESIGN PROFESSIONAL THE TRUSS DESIGN SHALL ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). G. SELECT HEATING d COOLING EQUIPMENT ACCORDING TO ANSI/ALGA 9 MANUAL 5-2004 TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. G. IDENTIFY DIVERSION FACILITIES WHERE THE GONSTRUGTION d DEMOLITION WASTE RESIDENTIAL EQUIPMENT SELECTION OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. ( ) MATERIAL WILL BE TAKEN EXLEPT_IQN: USE OF ALTERNATE DESIGN TEMPERATURES NEGE55ARY TO ENSURE THE SYSTEMS FUNCTION FLOOR -FRAMING; D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF ARE AGGEPTABLE. 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL CONSTRUCTION d DEMOLITION WASTE GENERATED. p INSTALLER_ SPECIAL_ INSPECTORS:_ MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALL5. SUCH OPENINGS E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION t DEMOLITION WASTE MATERIALS INSTALLER TRAINING: 902.1 HVAC, SYSTEM INSTALLERS SHALL BE TRAINED d CERTIFIED IN THE PROPER SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 1 50 SOFT OF DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. INSTALLATION OF HVAC SYSTEMS INGLUDING DUCTS d EQUIPMENT BY A NATIONALLY OR REGIONALLY UNDER -FLOOR AREA. OPENINGS SHALL EE LOCATED 50 AS TO PROVIDE GROSS 4.) WASTE MANAGEMENT. COMPANY: UTILIZE A WA5TE MANAGEMENT COMPANY, RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC VENTILATION. SUCH OPENING5 SHALL BE COVERED WITH CORROSION -RESISTANT APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION d RESPONSIBILITY OF A PERSON TRAINED d CERTIFIED WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /8" OR OTHER APPROVED DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION d DEMOLITION WASTE TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1 /4" IN MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE AGGEPTABLE HVAC TRAINING d GERTIFIGATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE DIMENSION. R408 OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION d FOLLOWING: 2.) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT DEMOLITION WA5TE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT 1. STATE UTILITY D APPRENTICESHIP PROGRAMS. LE55 THAN 1 8" BY 24". R408.4 COMPANY. 2. TUBING UTILITY TRAINING WOODPROT_EGTION: 5.) WASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR ONSORED B 1 J PROTECTION OF WOOD d WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN COMBINED WEIGHT OF CONSTRUCTION t DEMOLITION WASTE DISPOSED OF IN LANDFILLS, VERIFICATION ORGANIZATIONS. THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS W HIGH DO NOT EXCEED FOUR (4) LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE 4. PROGRAMS SPONSORED MANUFACTURING ORGANIZATIONS. PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR TME SPECIES, PRODUCT, MINIMUM 50 PERCENT CONSTRUCTION WA5TE REDUCTION REQUIREMENT IN SECTION T 5. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. PRESERVATIVE d END USE. section r511. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF 4.408.1. SPECIAL INSPECTION: 902.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE AWPA U 1 6.) DOGUMEHTAMON: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS A WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 1 8 AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH TO PROVIDE INSPECTION OR OTHER DUTIES NEGE55ARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN 5, SECTION 4.408.3 OR SECTION 4.408.4. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE A SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER BUILDING FOUNDATION. STANDARDS CODE (RESIDENTIAL)" LOCATED AT W W W.HGD.GA.GOV/ CERTIFICATIONS OR QUALIFICATIONS AGGEPTABLE TO THE ENFORCIN& AGENCY, THE FOLLOWING B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR CALGREEN.HTML MAY BE USED TO A551ST IN DOCUMENTING COMPLIANCE WITH CERTIPICATION5 OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE FOUNDATION WALL5 d ARE LE55 THAN 8 INCHES FROM THE EXPOSED GROUND. THIS SECTION. QUALIFICATIONS OF A SPECIAL INSPECTOR: G. SILLS d SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 151N DIRECT CONTACT WITH B. MIXED CONSTRUCTION d DEMOLITION DEBRIS (GID) PROCESSORS CAN BE 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING t PUBLISHER BARRIER. D. THE END5 OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS RECOVERY (GALREGYGLE). 2. GERTIFIGATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES d ENDS. 1.) OPERATION�AINTEN_ANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, d HOME ENERGY AUDITORS. E. WOOD SIDING, SHEATHING d WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA AGGEPTABLE TO THE 5. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE GLEARANGE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE APPROPRIATE TRADE. MEASURED VERTICALLY FROM CONCRETE STEPS. PORCH SLABS, PATIO SLABS, t SIMILAR BUILDING: 4. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. HORIZONTAL SURFACES EXPOSED TO THE WEATHER 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN NOTES: F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS WITH THE BUILDING THROUGHOUT THE LIFE GYGLE OF THE 5TRUGTURE. 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE THAT ARE EXP05ED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS 2. OPERATION d MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. A. EQUIPMENT d APPLIANCES, INCLUDING WATER -SAVING DEVICES d SYSTEMS, 2. HERS RATERS ARE 5PEGIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (GEC) G. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO HVAC SYSTEMS, WATER -HEATING SYSTEMS 6 OTHER MAJOR APPLIANCES d TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW 6RADE EQUIPMENT. WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE EXCEPT WHERE AN APPROVED VAPOR RETARDER I5 APPLIED BETWEEN THE WALL t THE B. ROOF d YARD DRAINAGE, INGLUDING GUTTERS 1 DOWNSPOUTS. OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL 1NSPEr-TORS TO PROVIDE INSPECTION OR OTHER FURRING STRIPS OR FRAMING MEMBERS. G. SPACE CONDITIONING SYSTEMS, INGLUDING CONDENSERS d AIR FILTERS. DUTIES NEGE55ARY TO SUBSTANTIATE COMPLIANCE WITH THI5 GORE SPECIAL INSPECTORS SHALL 2.) LUMBER d PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN D. LANDSCAPE IRRIGATION SYSTEMS. DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR ACCORDANCE WITH SECTION R5 1 8.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED E. WATER REUSE SYSTEMS. TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE 5PEGIAL INSPECTOR SHALL HAVE A INSPECTION AGENCY. 5) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAIL5 3. INFORMATION FROM LOCAL UTLLJTY, WATER d WA5TE RECOVERY PROVIDERS ON CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED t GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INGLUDING REGYGLE BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB LEVELS t DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF A5TM D 9032. PROGRAMS t LOCATIONS. FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES A5 INDICATED BY TABLE P-301.20 ), 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. NOTE: 5PEGIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION 5. EDUCATIONAL MATERIAL ON THE P051TIVE IMPACTS OF AN INTERIOR RELATIVE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH TH15 CODE. OF THESE METHODS: HUMIDITY BETWEEN 90-60 PERCENT d WHAT METHODS AN OCCUPANT MAY USE TO DOCUMENTATION: 103.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THI5 CODE SHALL INCLUDE BUT A CHEMICAL TERMITIGIDE TREATMENT, A5 PROVIDED IN SECTION R3 18.2. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. I5 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER B. TERMITE BARING SYSTEM INSTALLED d MAINTAINED ACCORDING TO THE LABEL 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE d IRRIGATION DESIGN t CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY C. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF CONTROLLERS WHICH CONSERVE WATER. WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR 5PEGIAL SECTION RS 11.1. 1. INSTRUCTIONS FOR MAINTAINING GUTTERS d DOWNSPOUTS d THE IMPORTANCE OF INSPECTION IS NEGE55ARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY E . PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 1 8.3 d USED IN LOCATIONS AS 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INGLUDING, BUT MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. SPECIFIED IN SECTION R3 1 8.1. NOT LIMITED TO, CAULKING, PAINTING, 6RADING AROUND THE BUILDING, ETC. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 1 R609.2.1. q, INFORMATION ABOUT STATE SOLAR ENERGY d INCENTIVE PROGRAMS 5J GHEMIGAL TERMITIGIDE TREATMENT SHALL INCLUDE 501L TREATMENT AND/OR FIELD AVAILABLE. APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION t METHOD OF 1 O. A COPY OF ALL 5PEGIAL INSPECTION VERIFICATIONS REQUIRED BY THE TREATMENT OF THE GHEMIGAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH THE ENFORCING AGENCY OR THIS CODE. TERMITICIDE LABEL bJ APPROVED PHYSICAL BARRIERS, SUCH AkMETAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR 7ERF//7EPREVENTIOK SHALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE 5TRUGTURE SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. ,,�f'L�yTE /HF1GHT5 SCALE: 1 / 1 6" - 1'-O" i PLUM5ING NOTE5: 1.) EACH PLUMBING FIXTURE t FITTING SHALL MEET REDUCED FLOW RATES SPECIFIED IN TABLE 4.305.2. WHEN SING E 5HOWER FIXTURES ARE SERVED BY MORE THAN ONE 2.) L H ERH AD THE COMBINED FLOW RATE OF ALL THE 5 OW E 5HOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM AT 80PSI, OR TH HOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER E5 OUTLET TO BE IN OPERATION AT A TIME. S.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 4.303.3. 4J A 4" DRAIN I5 REQUIRED FOR BUILDINGS PROVIDING MORE THAN THREE WATER CLOSETS PER 201 3 OPG TABLE 1-5 FOOTNOTE 4. ADAM BIRGHARD - GENERAL CONTRACTOR (590) 864-5421 CELL EMAIL ADDRESS: Adam05irchardGonstruction.com L-16.0' INCL (2) 3'-O" WINDOWS 111 1 6 1' C 10 t 5D1 Id U Q u 5HOW�R VALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMO TATIG MIXING VALVES 5 , PRESSURE BALANCE OR COMBINATION VALVE TYPE. GPC 408.3 EXHAUST DUCTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK -DRAFT DAMPERS. I LINE OF WALL BELOW I __. -- L-1 9.3 3' MGL (2) 3'-O" W INDO W5 I I A I 4 I i LINE OF WALL BELOW /I PROVIDE 1 BEDROOM WINDOW WITH A MIN. 10 W.I. CLOSET ,n 2'-b• L �� 8'-b• /.� ry 0 NET CLEAR OPENING OF 5.1 SOFT. EXGEPTLON: i IL CARPET FLOOR 0 NO IN • 2N � BIRO a GRADE FLOOR OPENING GAN HAVE A MIN. NET O NOTES 1 I� 7- = MWM �/ W I 0 0 SILL, HEIGHT: MAX 44" ABOVE FLOOR TYP. CLEAR OPENING OF 5.0 SOFT. O < Z IL p< I � 5D 1 Q MIN_OPENING_WIDTH: 20" SEE ENVIRONMENTAL y Q 10 < IL H I : MAX. 44' ABOV F OOR O 5 � E GHT E L QQ ' 50505H 50505H NOTES 1-9 t 1 2. j -/ I 4 xb MIN. OPENING HEIGHT: 24". MIN. OPENING WIDTH: 20" NO Q'D IL 1 F) it W N BEDROOM #2 N 3o 0 CARPET FLOOR 10 N ry 24"x48" ATTIC ACCESS `r SEE ENVIRONMENTAL -A N . W/ SHEET METAL COVER /OR NOTE51-9d 12. U) Q DOOR O I I. I �j / 0O !I O/ �w / / Q 1 a - N ry F S R 5'-6" 4'-O" 2"-6" N I'D 4'- " Q 2' 10' =C17 V 4 l� tl Sd pT N ^ L-12.0' t' T a 'S � 4x6" tll 4"X b" W b /'ti' a 2880 2880 IU I-EHOWER TILE TO .12" 20 V (p Q� JQ 01 ET__ 2 GPM 0 80 PSI 0 5D2 � AI AIN 1 5' - EXHAUST. DUCTS: O F ETY GLA55 ENGL N 1n HALL DN LE RA GE RO G/ TERMINATE FOR TIOWEL /p CARPET FLOOR F TLE TO SID W L R BS UG ION. OUTSIDE OF THE BUILDING W/ It BAR • 44" w `/ RO ID 24" IN. BACK -DRAFT x BATH In V 0 D LE RA GE I FR T. DAMPERS. TILE FLOOR m O Q OR GRANITE f56" TOP !SPLASH \O z \ w - IL > O TO EL BA 4" V z m It Wwryd `- _ �_ AT N I , .28 1.5 GPM LUS o 60 P5 M r 1N � T- s N TILE ODOR In O 1 I _ IT)<_.36. J N O• v O .P f01 T LE z - s L ,y TOP! SP ASH -w f SW(� O I MIRROR ®L!® ®LI® _ - � 2880 5. Y _ IL 1.5 G .28 J O P I 9 LU , P ., O I SH 5 2 ELVE d 2 POLES jjjjjj/ d . I[<iK1ioR TOILET m 0 �j/ 12880/ 111 2 SHELVES -o,", T , �e t 2 PO E5 L C .t O 0 FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 b" O.G. INTERIOR WALL5: 2X6 DF STUD AT 16" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. �I41 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 1* 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ��� PHONE: (590) 521-7242 CELL I1 � EMAIL ADDRESS: Max®CadMama.com OF PORCH BELOW SCALE: 1 /4" - 1'-O" FLOOR PLAN NOTES: 1.) AUTOMATIC-RE5IDENT IRE5.FRINKLER5ARE REQUIRED AS PER SECTION R3 1 3.3 OR NFPA I BD. DESIGN BY OTHERS. 2.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 3.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWISE. 4.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALL5: 2"X6" DF STUDS ® 16" c/G INTERIOR WALL5: 2"X4" DF STUDS 0 1 b" C/a 6080 BI-PA55 DOORS I A" A,- 1 /1" I d'. BEDROOM #4 CARPET FLOOR SEE ENVIRONMENTAL NOTES 1-9 t 1 2. ✓/LINE OF WALL BELOW PROVIDE 1 BEDROOM WINDOW WITH AMIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRADE FLOOR OPENING GAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. SILL_HEI6HT: MAX. 44" ABOVE FLOOR MIN,_OPENING HEIGHT: 24'. MIN OPENING NIIDTH: 20" Q0505H b L-13.0' INCL (2) 3"-O" WINDOWS A 4 PERMIT# R16-1_299 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C/O�DE C M/PLIANCE DATE �J j(� BY 7 ` , 5HOI^IER_LALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CPC 408.3 ,61L-11.15' L LINE OF WALL BELOW �_________ REVIEWED FOR CODE COMPLIANCE AUG 0 4 2015 TRB AND ASSOCIP=,TES S31 Iv03S V QIP V Gmi s10Z h 0 9nd 3ONVIldW00 3400 2JOd G:_?fA3IA'2M 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 DIMEN51ON5, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DR .. BY: L (990) 891-0685 19 _ c -ORE VALLEY ROAD Gr+wo, GAu 0.R 99975 L."mmeMITHB 20ATT.NET ENERGY CALCB BY: ``,'� •OLDEN SUN � � �DESI6NS IO `` MAX 1 RAMIREZ ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-5427 �rcda� " = r 4 ye I rc� veK�... J, Q1,h/ 2' � 7 r Ivo. 75688r I * r /'U/IU * ijq 110 lP if'of-I.AU`�� 1/20/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. W.I. CLOSET ,n 2'-b• L �� 8'-b• /.� ry 0 1 b SD 1 i IL CARPET FLOOR 0 NO IN • 2N � BIRO a BEDROOM #S WINDOW Ua A. NOTES 1 I� 7- = MWM �/ W I 0 0 SILL, HEIGHT: MAX 44" ABOVE FLOOR TYP. 10 ���� CARPET FLOOR < Z IL p< I � 5D 1 Q MIN_OPENING_WIDTH: 20" SEE ENVIRONMENTAL y Q 10 < 4 50505H 50505H NOTES 1-9 t 1 2. O 0 FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 b" O.G. INTERIOR WALL5: 2X6 DF STUD AT 16" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. �I41 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 1* 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ��� PHONE: (590) 521-7242 CELL I1 � EMAIL ADDRESS: Max®CadMama.com OF PORCH BELOW SCALE: 1 /4" - 1'-O" FLOOR PLAN NOTES: 1.) AUTOMATIC-RE5IDENT IRE5.FRINKLER5ARE REQUIRED AS PER SECTION R3 1 3.3 OR NFPA I BD. DESIGN BY OTHERS. 2.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 3.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWISE. 4.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALL5: 2"X6" DF STUDS ® 16" c/G INTERIOR WALL5: 2"X4" DF STUDS 0 1 b" C/a 6080 BI-PA55 DOORS I A" A,- 1 /1" I d'. BEDROOM #4 CARPET FLOOR SEE ENVIRONMENTAL NOTES 1-9 t 1 2. ✓/LINE OF WALL BELOW PROVIDE 1 BEDROOM WINDOW WITH AMIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRADE FLOOR OPENING GAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. SILL_HEI6HT: MAX. 44" ABOVE FLOOR MIN,_OPENING HEIGHT: 24'. MIN OPENING NIIDTH: 20" Q0505H b L-13.0' INCL (2) 3"-O" WINDOWS A 4 PERMIT# R16-1_299 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C/O�DE C M/PLIANCE DATE �J j(� BY 7 ` , 5HOI^IER_LALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CPC 408.3 ,61L-11.15' L LINE OF WALL BELOW �_________ REVIEWED FOR CODE COMPLIANCE AUG 0 4 2015 TRB AND ASSOCIP=,TES S31 Iv03S V QIP V Gmi s10Z h 0 9nd 3ONVIldW00 3400 2JOd G:_?fA3IA'2M 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 DIMEN51ON5, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DR .. BY: L (990) 891-0685 19 _ c -ORE VALLEY ROAD Gr+wo, GAu 0.R 99975 L."mmeMITHB 20ATT.NET ENERGY CALCB BY: ``,'� •OLDEN SUN � � �DESI6NS IO `` MAX 1 RAMIREZ ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-5427 �rcda� " = r 4 ye I rc� veK�... J, Q1,h/ 2' � 7 r Ivo. 75688r I * r /'U/IU * ijq 110 lP if'of-I.AU`�� 1/20/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. 26505H L v u) � X T 1 /.� ry PROVIDE 1 BEDROOM WINDOW WITH A MIN. 1 b SD 1 L-9.5" INCL Q NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: A MIN. NET NO V, iF- _ I _1 CQ O SIM. WINDOW Ua A. CLEARS OPENING OF 5.0 SOFT.HAVE I� 7- = MWM �/ W I 0 0 SILL, HEIGHT: MAX 44" ABOVE FLOOR TYP. 10 ���� M1N_OPENING HEIGHT: 24". < Z IL p< I � 5D 1 Q MIN_OPENING_WIDTH: 20" Ij In y Q 10 < 4 50505H 50505H j -/ I 4 xb O 0 FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1-5D3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 b" O.G. INTERIOR WALL5: 2X6 DF STUD AT 16" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. �I41 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 1* 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ��� PHONE: (590) 521-7242 CELL I1 � EMAIL ADDRESS: Max®CadMama.com OF PORCH BELOW SCALE: 1 /4" - 1'-O" FLOOR PLAN NOTES: 1.) AUTOMATIC-RE5IDENT IRE5.FRINKLER5ARE REQUIRED AS PER SECTION R3 1 3.3 OR NFPA I BD. DESIGN BY OTHERS. 2.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 3.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWISE. 4.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERWISE: EXTERIOR WALL5: 2"X6" DF STUDS ® 16" c/G INTERIOR WALL5: 2"X4" DF STUDS 0 1 b" C/a 6080 BI-PA55 DOORS I A" A,- 1 /1" I d'. BEDROOM #4 CARPET FLOOR SEE ENVIRONMENTAL NOTES 1-9 t 1 2. ✓/LINE OF WALL BELOW PROVIDE 1 BEDROOM WINDOW WITH AMIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRADE FLOOR OPENING GAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. SILL_HEI6HT: MAX. 44" ABOVE FLOOR MIN,_OPENING HEIGHT: 24'. MIN OPENING NIIDTH: 20" Q0505H b L-13.0' INCL (2) 3"-O" WINDOWS A 4 PERMIT# R16-1_299 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C/O�DE C M/PLIANCE DATE �J j(� BY 7 ` , 5HOI^IER_LALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CPC 408.3 ,61L-11.15' L LINE OF WALL BELOW �_________ REVIEWED FOR CODE COMPLIANCE AUG 0 4 2015 TRB AND ASSOCIP=,TES S31 Iv03S V QIP V Gmi s10Z h 0 9nd 3ONVIldW00 3400 2JOd G:_?fA3IA'2M 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 DIMEN51ON5, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DR .. BY: L (990) 891-0685 19 _ c -ORE VALLEY ROAD Gr+wo, GAu 0.R 99975 L."mmeMITHB 20ATT.NET ENERGY CALCB BY: ``,'� •OLDEN SUN � � �DESI6NS IO `` MAX 1 RAMIREZ ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-5427 �rcda� " = r 4 ye I rc� veK�... J, Q1,h/ 2' � 7 r Ivo. 75688r I * r /'U/IU * ijq 110 lP if'of-I.AU`�� 1/20/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. 4 p W J�N� ( Nw} �U!~J 00Z« tzwj 24'-0" 1 O' -O" 1 q'-4' 1 -I'-O" 1-7,-21 1 O - - - - --- --- - - --- - - - CONCRETE SLAB NOTE: 10'-8" L Z LL Q LANDIN05- PROVIDE A 6 -MIL POLYETHYLENE VAPOR F\/ 9 1'-b" W y /EV THE LANDING AT AN EXTERIOR DOORWAY SHALLNOT BE MORE THAN 1.15 INCHES RETARDERWITH JOINTS LAPPED NOT LE55 5'-1" -7" 4'-Y S FV FV FV BELOWTHETOP OFTHETHRESHOLD, THAN 6 INCHES BETWEEN THE BASE COURSE PROVIDED THEDOOR, OTHER THAN AN" TYP EXTERIORSTORM ORSCREEN DOOR, DOES OR SUB GRADE AND THE CONCRETE FLOOR - - N - - - - - - - - - - - - - -�OE?•5 - ---- - - - - - - - - - - 3 Nor SWING OVER THE LANDING. SLAB PER 2015 CRC SECTION R506.2.3. Ss yd 5D2 N G Jry to 2" 1 O'-6' I 1 O' -O' b again CONCRETE -INTERIOR MOISTURE -CONTROL;. FOR INTERIOR MOISTURE CONTROL, A 6 -MIL m rO 10-0" • sg 1 O - - - - --- --- - - --- - - - - - - 10'-8" L Z LL Q FV F V F\/ 9 1'-b" W �U,� `SD2 5'-1" -7" 4'-Y 5'-1" W <z - - N - - - - - - - - - - - - - -�OE?•5 I POLYETHYLENE VAPOR RETARDER WITH JOINTS 2" 1 O'-6' I 1 O' -O' b 13'-0" FOUNDATION ACCESS SCALE: 1/4" - 1'-O" 6.) 1 14 130 DIVIDED BY 150 - - - - - - - LAPPED NOT LESS THAN 6 INCHES BETWEEN THE BASE NOTES: JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY 16.0 50 FT OF REQUIRED VENTILATION 24'x18^ 720 SO, IN NWA FOUNDATION 1.) PLAN 5TRUCTURAL SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL q.) TO FOUNDATION. FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM 2a X 1 8' FOUNDATION ACCESSET VENT 220 NET SQ INCHES "NET FREE VENTILATION AREA' (NEVA) --� - NOTE_ 2.) SHEETS SO 1-5D3 FOR ADDITIONAL INFORMATION. PROVIDE ANCHOR BOLT SIZE AND SPACING PER COURSE OR SUB GRADE AND THE CONCRETE FLOOR SLAB PER 2015 CRC SECTION R506.2.3 (DWELLING DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, 1-44 DIVIDED BY 144 INCHES IN 50 FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT' N ei TYP. FV I - I SD2 IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 6"x 14'FOUNDATION VENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10.) ���TTT Np RFLOOR.', - - E - AND GARAGE SLABS.) AND A "CAPILLARY BREAK". 4" CONCRETE SLAB WITH #4 AT 24" O.G. I I FOUNDATION TOTAL NET AREA OF NOT LESS THAN 1 SQUARE I SECURELY LOCATED AT MID -DEPTH OF SLAB. 1 I VENT•r--:" PRO IDE -AT -LE -A T-(-71.. 2424 PgR PROVIDE A 6 -MIL POLYETHYLENE VAPOR 1 STRUCTURAL PANELS, APPLIED WITH LONG 16.0 REQUIRED 50 FT OF VENTILATION DEEP SCORE AR EA. THE BOTTOM OF THE OPENING SHALL BE SOILS REPORT IF APPLICABLE. DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS SHALL NOT BE MORE THAN 1.15 INCHES RETARDER WITH JOINTS LAPPED NOT LE55 NO HIGHER THAN 1 FOOT ABOVE GRADE. LOO AGGESS O UNDERFLOOR AREAS. STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS 2015 GALGREEN SECTION 4.505.2.1. CAPILLARY I �° 4 Si", BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOE5 THAN b INCHES BETWEEN THE BASE COURSE OR SUB GRADE AND THE CONCRETE FLOOR TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING 0 4_9- DIVIDED BY 0.49 50 FT PER FOUNDATION VEN I" I J-1 �D BREAK: 14'X 6' w, 71 SO, IN, NnA G NOT SWINOVER THE LANDING. SLAB PER 2013 CRC SECTION 8506.2.3. I I AT ALL PANEL EDGE5, BOUNDARIES, BLOCKING AND I 4-THICK_5LAB-0N-GRADE E- PROPERLY PREPARED SUBGRADE-SEE SOILS WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. A CAPILLARY BREAK SHALL BE INSTALLED IN I v `SeSn GV I ;2 ,D W/ #4 AT 24" C/G EACH WAY AT F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT GONG_ E . P1ER_BLOCK5 PANEL MANUFACTURER. ONE OF THE INC. I I PLUMBING, SPRINKLER, AND MECHANICAL I I MID DEPTH OF SLAB. I I WITH 6" SQUAME x 1 2" THICK SUBCONTRACTORS SHALL COORDINATE ALL FLOOR 1) A 4COMP1-INCH THICK BASE OFT1 /2 NCH OR LARGER AND WALL PENETRATIONS WITH FRAMING CORNER OF THE BUILDING. EXTERIOR WALL: 2X6 OF STUD AT 1 b" O.G. FDO INC -TYPICAL GLEAN AGGREGATE SHALL BE PROVIDED WITH A INTERIOR WALLS: 2X6 OF STUD AT 16" O.G. 12.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND PROVIDE AT OORAGGE55; PROVIDE LEAST (1) x24" UNDER FLOOR AGGE55 TO FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT O TH UNDERFLOOR AREAS IF THROUGH A PERIMETER WALL, -OR VAPOR BARRIER IN DIRECT CONTACT WITH 5.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL FV TO THE ENGINEER OF RECORD. Ln ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 1S.) ALL EXPOSED FRAMING SHALL BE PRESSURE UNDERFLOOR AREAS IF THROUGH THE FLOOR. CONCRETE AND A CONCRETE MIX DESIGN, WHICH TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE TREATED WITH TREATMENT PROCESS AND APPLICATION 1 ( I I APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 NO UNDERFLOOR CLEANOUT SHALL BE S�y� SPAN - 6'-0"). INSTALL ALL COMPONENTS IN WILL ADDRESS BLEEDING, SHRINKAGE, AND WRITTEN GUIDELINES. LOCATED MORE THAN 20' FROM A I 1 F2 ACCORDANCE WITH 2015 GBG REQUIREMENTS. F2 I PROVIDE METAL HANGERS PER 12 /SD 1 AS REQUIRED, SD2 TYP UNLESS NOTED OTHERWISE. CURLING, SHALL BE USED. FOR ADDITIONAL 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, d1 d INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 4:X5"_DF#2_GIRPER AGI 302.28 -Ob. v 2ax2a - - - - - - - - - - - s TYPICAL 2) OTHER EQUIVALENT METHODS APPROVED BY THE x - - - - - - - I ENFORCING AGENCY. n �' - - 3) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN .p ,y �q �1b b Z ry D I 5202 TYP I N PROFESSIONAL ry �Q '\� I I b�� I 5'-5" ' (pO�J� s� 1 5'--1" LANDING5: FV ° • L - - - - m----------- S • - 6N t11 I- I GRADING_AT_FOUN >ATION: THE LANDING AT AN EXTERIOR DOORWAY I -r'• ' THE GROUND IMMEDIATELY SHALLNOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, =r= c ---. �{- " ADJACENT TO THE FOUNDATION PROVIDED THE DOOR, OTHER THAN AN - - - - - - - -' - - - - - - - - SHALL SLOPE AWAY FROM THE EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. IIr 71�E�s I I BUILDING AT A SLOPE OF NOT I I 1 9'-S" 56x N I I o N LESS THAN b INCHES WITHIN THE CONCRETT SLAB -NOTE: .I lt1 d a F2.5 UNDERFLOOR FIRST 10 FEET (5% SLOPE). PROVIDE A 6 -MIL POLYETHYLENE VAPOR ( I N m AGGE55 SII I 'Il I II I GRADE BEAM: i 1 2" WIDE x 12" THICK )y III (2) #4 TOP d BOTTOM. NOTE: HOLD GARAGE FLOOR BACK 50 THAM DOORS LAND ON APRON 3/4" BELOW FLOOR. SII I 2 I � III I °o I ill I �Q I II I 0. 0 I I �� WDDEBxE12"" THICK O Q 1 }��(2) #4 TOP d BOTTOM.I GV �ry RETARDER WITH JOINTS LAPPED NOT LESS 5 -2 5 -2 5 -.d 5 -2 5 -2 N 5-2 5-10 THAN 6 INCHES BETWEEN THE BASE COURSE FV I' OR SUB GRADE AND THE CONCRETE FLOOR I I SLAB PER 2013 GRG SECTION R506.2.3. - - - - - - - ,r - I 24X24• - GV GV GV I. I - DERFLd R ACCESS: F2 PROVIDE A EAST (1) 1 Wx UNDER I 0 b - - - - - - - - - - FLOOR AGSS O UNDERF OR AREAS. O I FV I I F2 'd• UNDERFLO F2 5 Jury UNDERFLOOR A to - AGGE55 Poo m AGGE55 F2 N N 74x24 30 30 Z'� N � 2ax2a DEEP SCORE U �j A I 4'- <__21 '- 16 � SLOPE 4_� 1 0" 1'- SS �D? �---- �-- �------•� Ij*-r -�._. � ----- 1�„ - �, 4'-O" 5'-q" 5'-1 O - LLQ 1 ROUGH OP NING O O I - FOR 2'-S" D OR I - - - H J I� v WN �Y > ill °Q � DEEP SCORE 1 ''---•--- L o 47 CONCRETE SLAB_ 41 m 0 OVER ROCK BASE _ q _ __ -10" 1 6'-b" I •I O SEE CONCRETE SLAB NOTE - _ `r I I `t d 0 - - - - - - - - - - - - - - - - - - - - m 7M SEE EXTER.10R. --- --F� -- -- Gam_--- --------- HpU mp ELEVATION FOR STEPS. I I I SSTB 16 p DEEP SCORE I I •._ 5'-2" 4 -O' 502 TYP GV TYP DEEP SCORE I I - 5'-2' 5'-8" 5'-4" 5'-4" 5'-b" 5'-b" 1 I 5'-5" 5-4" FVI I I ry SLOPE I I L --------- I GV -T W 4" CONCRETE SLAB I I q m�10 q W/ #3 REBAR AT 24"G/G EACH J J Z / Z 1 111 WAY OVER 4" ROCK BASE. Itl1 1 1 b I ;I ,p pd SCONCPE WARDS DOOR. b inI�-- - ----------------� (1 /4" / FOOT - MIN) I in 1 I SEEEECONCRETE -INTERIOR :22 q'_b• � • �! MOISTURE CONTROL - - - I I GV ---- _--- � ------ --- I I •_ I q s�tio o�m� ( �,. I s-4• 5'-4• b DEEP SCORE I10I' I SD2 e a 'r 4" -THICK SLAB -ON- RADE '�9 01 1 b b TYP s MID DEPTH OF BLAB. GH WAY AT I b I Ln I I'I �D �D 1 1 SIM. I I G� I---- ------------- ----- SD2 TY J . DEEP SCORE bI iF2 24x24 502 TYP F2 24x24 - - - - 1---I---.----- GV b Zq�m n FV FV OI FV 55T$ 7 6 1 IFV I'I �•I i •I IFV II I.I IFV II � X24 ; I FV F2 !I 5'-4" PREPARED BY LESLIE COKE. • RAISED FLOOR: 3.0' ABOVE HIGHEST ADJACENT GRADE. • ELEVATION EXT. EQUIPMENT: S. ABOVE HIGHEST ADJACENT GRADE. .00D ELEVATIO GE ZEPARED $Y LE IE RAISED FLOOR: .0' HIGHEST ADJAG NT ELEVATION EXT. 01. ABOVE HIGHEST AL GRADE. TYP. WHERE REQUIRED FV I Fn 1.•I R I I.I FV .I (FV I I• IS eU� I I 76 •I I I IFV 1 SD2 ',I TYP IFV` FV 'I 11 IFV 24'-0" m rO 10-0" • sg i � 5W-6" Vo 2'-8' 10'-8" - "• Z LL Q m Q 9 1'-b" W �U,� GARAGE VENT5: i.) PROVIDE DOUBLE JOIST UNDER ALL WALL5 WHERE W <z Q N 0rL lu ' 5` I I e�6 2" 1 O'-6' vtn tn 1 O' -O' AND HEAVY EQUIPMENT AND FURNITURE. 13'-0" FOUNDATION ACCESS SCALE: 1/4" - 1'-O" 6.) 1 14 130 DIVIDED BY 150 CRAWL SET 1008 / 7 1 - 14.2 VENTS PROVIDE 15 SCREENED FOUNDATION VENTS NOTES: JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY 16.0 50 FT OF REQUIRED VENTILATION 24'x18^ 720 SO, IN NWA FOUNDATION 1.) PLAN 5TRUCTURAL SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL q.) TO FOUNDATION. FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM 2a X 1 8' FOUNDATION ACCESSET VENT 220 NET SQ INCHES "NET FREE VENTILATION AREA' (NEVA) - \ . I NOTE_ 2.) SHEETS SO 1-5D3 FOR ADDITIONAL INFORMATION. PROVIDE ANCHOR BOLT SIZE AND SPACING PER DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, 1-44 DIVIDED BY 144 INCHES IN 50 FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT' N ei PROVIDE AT LEAST TWO 6"x 14* GARAGE VENTS I - I SD2 IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 6"x 14'FOUNDATION VENT "GV" IN EXTERIOR GARAGE WALL5, LOCATED ON 3.) MINIMUM SLAB SECTION: 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA 71.0 NET SQ INCHES "NET FREE VENTILATION AREA"(NFVA) TYP. 4" CONCRETE SLAB WITH #4 AT 24" O.G. LANDING A CONCRETE I FOUNDATION TOTAL NET AREA OF NOT LESS THAN 1 SQUARE SECURELY LOCATED AT MID -DEPTH OF SLAB. 1 I VENT•r--:" INCH FOR EVERY SG2UARE FOOT OF ENCLOSED T AN EXTERIOR DOORWAY PROVIDE A 6 -MIL POLYETHYLENE VAPOR 1 STRUCTURAL PANELS, APPLIED WITH LONG 16.0 REQUIRED 50 FT OF VENTILATION DEEP SCORE AR EA. THE BOTTOM OF THE OPENING SHALL BE SOILS REPORT IF APPLICABLE. DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS SHALL NOT BE MORE THAN 1.15 INCHES RETARDER WITH JOINTS LAPPED NOT LE55 NO HIGHER THAN 1 FOOT ABOVE GRADE. G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS ' I I �° 4 Si", BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOE5 THAN b INCHES BETWEEN THE BASE COURSE OR SUB GRADE AND THE CONCRETE FLOOR TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING 0 4_9- DIVIDED BY 0.49 50 FT PER FOUNDATION VEN D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT \x_ �� SHANK NAILS OR EaUIV. (0.1 48" DIA X 3'7 AT b" O.G. 2 q.5 REQUIRED FOUNDATION VENTS 14'X 6' w, 71 SO, IN, NnA G NOT SWINOVER THE LANDING. SLAB PER 2013 CRC SECTION 8506.2.3. IF APPLICABLE. AT ALL PANEL EDGE5, BOUNDARIES, BLOCKING AND 14'x8' =95503 IN. NFVA b E- PROPERLY PREPARED SUBGRADE-SEE SOILS WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. I v `SeSn GV I ;2 FLOOD ELEVATION CERTIFICATE F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT PREPARED BY LESLIE COKE. • RAISED FLOOR: 3.0' ABOVE HIGHEST ADJACENT GRADE. • ELEVATION EXT. EQUIPMENT: S. ABOVE HIGHEST ADJACENT GRADE. .00D ELEVATIO GE ZEPARED $Y LE IE RAISED FLOOR: .0' HIGHEST ADJAG NT ELEVATION EXT. 01. ABOVE HIGHEST AL GRADE. TYP. WHERE REQUIRED FV I Fn 1.•I R I I.I FV .I (FV I I• IS eU� I I 76 •I I I IFV 1 SD2 ',I TYP IFV` FV 'I 11 IFV 24'-0" m rO 10-0" Ln i � 5W-6" Vo 2'-8' 10'-8" - "• Z LL Q m Q 9 1'-b" W 1� "'_ 7Lu GARAGE VENT5: i.) PROVIDE DOUBLE JOIST UNDER ALL WALL5 WHERE W <z 1005 5gFt - 1005 Sqln OF REQ. VENTS 0rL lu ' < WALLS RUN PARALLEL TO JOIST, AND UNDER ALL TUBS Q Q < 6"x 14" VENT - 7 1 Sgln PER VENT (GV) vtn tn AND HEAVY EQUIPMENT AND FURNITURE. 23 cl4 50 FT IN RESIDENCE FOUNDATION ACCESS SCALE: 1/4" - 1'-O" 6.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING 130 DIVIDED BY 150 CRAWL SET 1008 / 7 1 - 14.2 VENTS PROVIDE 15 SCREENED FOUNDATION VENTS NOTES: JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY 16.0 50 FT OF REQUIRED VENTILATION 24'x18^ 720 SO, IN NWA FOUNDATION 1.) PLAN 5TRUCTURAL SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL q.) TO FOUNDATION. FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM 2a X 1 8' FOUNDATION ACCESSET VENT 220 NET SQ INCHES "NET FREE VENTILATION AREA' (NEVA) - \ . I NOTE_ 2.) SHEETS SO 1-5D3 FOR ADDITIONAL INFORMATION. PROVIDE ANCHOR BOLT SIZE AND SPACING PER DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, 1-44 DIVIDED BY 144 INCHES IN 50 FT 1.528 NFVA 50 FT PER TYPICAL FOUNDATION VENT' N ei PROVIDE AT LEAST TWO 6"x 14* GARAGE VENTS SHEAR WALL SCHEDULE AND TYPICAL DETAILS. IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 6"x 14'FOUNDATION VENT "GV" IN EXTERIOR GARAGE WALL5, LOCATED ON 3.) MINIMUM SLAB SECTION: 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA 71.0 NET SQ INCHES "NET FREE VENTILATION AREA"(NFVA) OPPOSITE 51DF-5 OF ADJACENT WALLS WITH AA- 4" CONCRETE SLAB WITH #4 AT 24" O.G. RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN ? 4_4 DIVIDED BY 1 44 INCHES IN 5Q FT 0.49 NEVA 50 FT PER TYPICAL FOUNDATION VENT FOUNDATION TOTAL NET AREA OF NOT LESS THAN 1 SQUARE SECURELY LOCATED AT MID -DEPTH OF SLAB. RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE VENT•r--:" INCH FOR EVERY SG2UARE FOOT OF ENCLOSED B- 2" SAND (DELETE AT EXTERIOR SLA55)-5EE 1 STRUCTURAL PANELS, APPLIED WITH LONG 16.0 REQUIRED 50 FT OF VENTILATION , � 7' AR EA. THE BOTTOM OF THE OPENING SHALL BE SOILS REPORT IF APPLICABLE. DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS -1.5 LESS (1) FOUNDATION AGGE55 "NFVA" I NO HIGHER THAN 1 FOOT ABOVE GRADE. G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS 1 4.5 I �° 4 Si", SLABS) -SEE SOILS REPORT IF APPLICABLE. TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING 0 4_9- DIVIDED BY 0.49 50 FT PER FOUNDATION VEN D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT SHANK NAILS OR EaUIV. (0.1 48" DIA X 3'7 AT b" O.G. 2 q.5 REQUIRED FOUNDATION VENTS 14'X 6' w, 71 SO, IN, NnA IF APPLICABLE. AT ALL PANEL EDGE5, BOUNDARIES, BLOCKING AND 14'x8' =95503 IN. NFVA E- PROPERLY PREPARED SUBGRADE-SEE SOILS WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. REPORT IF APPLICABLE. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY ;2 F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT PANEL MANUFACTURER. 1 O'-0" O.G. EA. WAY MAX. 1 1.) PLUMBING, SPRINKLER, AND MECHANICAL FOUNDATION _YENTILAT10000N_NO_T_E- 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O. SUBCONTRACTORS SHALL COORDINATE ALL FLOOR PROVIDE VENTILATING OPENINGS WITHIN 3 -FEET OF EACH AND WALL PENETRATIONS WITH FRAMING CORNER OF THE BUILDING. EXTERIOR WALL: 2X6 OF STUD AT 1 b" O.G. SUBCONTRACTOR. INTERIOR WALLS: 2X6 OF STUD AT 16" O.G. 12.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND PROVIDE AT OORAGGE55; PROVIDE LEAST (1) x24" UNDER FLOOR AGGE55 TO FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT O TH UNDERFLOOR AREAS IF THROUGH A PERIMETER WALL, -OR 5.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL TO THE ENGINEER OF RECORD. PROVIDE AT LEAST (1) 15"x24" UNDER FLOOR AGGE55 TO ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 1S.) ALL EXPOSED FRAMING SHALL BE PRESSURE UNDERFLOOR AREAS IF THROUGH THE FLOOR. 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE TREATED WITH TREATMENT PROCESS AND APPLICATION NOTE: 2X6 DF#2 AT 1 6" O.G. WITH 2X CONTINUOUS RIM (MAX APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 NO UNDERFLOOR CLEANOUT SHALL BE SPAN - 6'-0"). INSTALL ALL COMPONENTS IN WRITTEN GUIDELINES. LOCATED MORE THAN 20' FROM A ACCORDANCE WITH 2015 GBG REQUIREMENTS. 14.) PROVIDE METAL HANGERS PER 12 /SD 1 AS REQUIRED, UNDERFLOOR ACCESS. UNLESS NOTED OTHERWISE. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ADAM BIRGHARD -GENERAL CONTRACTOR (550)564 -5427 CELL EMAIL ADDRE55: Adamo5irchardGonstruction.com 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 RRORBUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPnNb Bv, (590) 89 1-0589 19 YGAMOR! VALLlY ROAD GHK.D, GALTDRNIA 95 g 75 LYNNSMITHB 20ATT.N!T ENERGY GALLS BY: ``,'� GOLDEN SUN � �DESI6"NS 1``MAX RAMIR9Z ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-5421 TE �3.0' 0 a T 7 'YR4. 756SLr-1 10/16 ;P/ CMA, �TFoF CAU' ?120/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED GTO 11/ TI IC 6I PERMIT #-,q 16 - 13.3 O BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR -__COD 00Mf'LIANCE PATF j13YE. REVIEWED FOR CODE COMPLIANCE AUG 0 4 2016 TRB AND ASSOCIATES V 1 nMr VIN 1 n15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. Z 0 p Q r- ZZ LU i CL V Zp Op QLL Q ft � Q LL O? LI\/ABLE: 2 3 q 4 SgFt 15T FLR 1021 SgFt 2ND FLR 5415 SgFt TOTAL GARAGE: 1 008 5gFt COVERED PATIO: 255 SgFt FRONT 50 5gFt BREEZE 1.45 SgFt REAR 5 10 5gFt TOTAL DATE: "1/20/2016 SCALE: SHOWN V 2 871(ony SHEET O COPYRIGHT 2015 �lMAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALLS 22 SAMSON AVENUE, CORNING, CALIFORNIA 8602 1 1 89 - �4� PHONE: (530) 3217242 CELL m rO Dunl•"I D i Ruc.l wcn� ✓coon - o icw I wcr�� cnvmccR 383 R IO LINDO AVENUE •200, CHIGO, GA 959 26 (r, 0W 592-440.7 WORK Ln i � X I '_�. zo Vo V0� EMAIL ADDRESS: Adam®BlrchardGonstruct(oncom - "• Z LL Q m Q Lu .10 W 1� "'_ 7Lu Q QC = v W <z 0rL lu ' < IL Q Q < d W Q 2 N vtn tn Q Z 0 p Q r- ZZ LU i CL V Zp Op QLL Q ft � Q LL O? LI\/ABLE: 2 3 q 4 SgFt 15T FLR 1021 SgFt 2ND FLR 5415 SgFt TOTAL GARAGE: 1 008 5gFt COVERED PATIO: 255 SgFt FRONT 50 5gFt BREEZE 1.45 SgFt REAR 5 10 5gFt TOTAL DATE: "1/20/2016 SCALE: SHOWN V 2 871(ony SHEET O COPYRIGHT 2015 �lMAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALLS 22 SAMSON AVENUE, CORNING, CALIFORNIA 8602 1 1 89 - �4� PHONE: (530) 3217242 CELL Dunl•"I D i Ruc.l wcn� ✓coon - o icw I wcr�� cnvmccR 383 R IO LINDO AVENUE •200, CHIGO, GA 959 26 (r, 0W 592-440.7 WORK CAUsers\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.Iayout ADAM BIRGHARD (530) 864-542"1 CELL I 1,��y► 1I Ii1/111 LYNN SMITH - DRAFTING 1 99 SYCAMORE VALLEY ROAD, CHICO, GA 959 15 ' I�� EMAIL ADDRESS: Max•CadMama.comCEO EMAIL ADDRE55: Ryland®SummltGhlco.com EMAIL ADDRESS: Adam®BlrchardGonstruct(oncom - "• (530)891-0585 WORK 1-2' ROOF OVERHANG TYPICAL, U.N.O. I I EA5GIA="UTTER: �{j/t ROOF VENTILATION: SEE ROOF PLAN 6 ROOF VENTILATION GALG5. W PLATE HEIGHT A CONTINUOUS RIDGE VENT COMP051TION ROOFING - OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8dS AT 6", 12" c/c. PITCH 8 / 12 HORIZONTAL SIDING:. A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYIN6 WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES I5 REQUIRED. FINISHED GRADE NOTE: TO PREVENT GUARD RAILS, BACK -FILL AROUND HOUSE TO MAINTAIN LESS THAN 30" VERTICALLY BETWEEN FINAL 6RADE AND ANY PORCHES, STEPS OR RISERS. COMPOSITION ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH CONTINUOUS 8QS AT b", 1 2" c/c. RIDGE VENT PITCH 8 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 6"X b" COMP 051TION ROOFING- _ OVER 150 FELT OVER 1/2" u u IL a GDX PLYWOOD OR 05B WITH 8G5 AT 6", 12" c/c. TRUSSES LC5 Y O L u u I�� J PITCH 5/ 1 2 DESIGN d GALLS BY OTHERS AS PERI ENERGYGOALCS �-- 12!-ROpFOYERHANG 2'x 4' STUD5 ® 1 b" c/G BOAR D_BAAS_T_ 51D_ING: A MINIMUM OF ONE LAYER OF NO. 1 5 �i ASPHALT FELT, COMPLYING WITH ASTM 0-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL INSULATIONHyALUE53 TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. R-38 ATTIC INSULATION 1 R-2 1 WALL INSULATION R-2 1 UNDERFLOOR INSULATION L------------------------------� ATTIC COMPOSITION ROOFING_ 1 2"x b" STUD5 ®16" G/G ACCESS OVER 1 5� FELT OVER 1 /2" BEYOND GDX PLYWOOD OR 05B WITH 8G5 AT 6, 12" c/c. ® ® ® PITCH 4 / 12 ETR1)55�®4"s/G �i DESIGN d GALG5 BY OTHERS A 9' PLATE HEIGHT 5/8" GYP. BD. FASCIA 46U!<R_ CONNECT TO 2'x3" DOWNSPOUTS 2"x b" 5TUD5 ® 1 b" c/a 1 /2" GYP. BID. II SLIDING �LJI SAFETY 6"X6" o GLASS POSTS S/4" PLYWOOD-51,15ELOOR: DOOR NOS: OVER 2"X6" DF#2 FLOOR JOISTS TO PREVENT GUARD RAILS, -- 0 16" c/c III BACK -FILL AROUND HOUSE TO 4" CONCRETE SLAB D 4" CONCRETE SLAB MAINTAIN LESS THAN VERTICALLY BETWEEN FI FINAL GRADE AND ANY PORCHES, STEPS OR RISERS. I I GRAVEL FlLL � _ &RAVELFILL FINISHED GRADE y FOUNDATION DETAILS: SEE STRUCTURAL PAGE5 FOR DETAILS 4" SCALE: 114"- 1'-O" -' PROVIDE STEPS AS REQUIRED FOUNDATION DETAILS: SEE STRUCTURAL PAGE5 FOR DETAILS LANDING 5: THE LANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MOI THAN 1.15 INCHE5 BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5NIN6 OVER THE LANDING. ADAM BIRGHARD - 6ENERAL CONTRACTOR (5$0) 8(14-5421 CELL EMAIL ADDRESS: AdamoBirchardGonstruction.com SCALE: 1/4" - 1'-O" SECOND FLOOR PLAN 5TRUCTURAL NOTE: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS ED 1-5D3 FOR ADDITIONAL INFORMATION. 2.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 P5F (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 P5F. 3.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24(24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH WENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR EOUIV. (0.1 48" DIA X 3") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. INTERIOR WALL5: 2X(o DF STUD AT 16" O.G. 5.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. MAX RAMIREZ - &OLDEN SUN DESIGN - ENERGY GALLS 221 S9 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550) 321-7242 CELL EMAIL ADDRESS: MAXOCadMSMSZOM FOR ROOF OVERHANG. NOTCH RIM A5 REQUIRED. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. -1.) TYPICAL SECOND FLOOR JOISTS SHALL BE 1 1 "1/8" BCI 60 2.0, U.N.O., AT 1 6" O.G. WITH 1 1 /4" LSL RIM (1 5'-6" MAX SPAN). INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST, AND J015T SPAN EXCEEDS 9'-O", AND UNDER ALL TUBS AND HEAVY EQUIPMENT AND FURNITURE. 9.) TYPICAL HEADER BELOW 15 6X 10 DF -L #2 UNO. 10.) PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24" O.G. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALL5 ABOVE. 1 1.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING J015T WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 12.) PROVIDE POS. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, P05T TO BEAM, AND POST TO POST CONN'S WITH (2) 5T22 STRAPS MIN. AND A 5 5 CLIPS U.N.O. PER PLAN AND DETAILS. 15.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 14.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 WRITTEN GUIDELINES. 15.) PROVIDE METAL HANGERS PER 1 2/SD 1 A5 REQUIRED, UNLESS NOTED OTHERWISE. 16.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE A ZO,-,_ BY, SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL ENGINEER G\User9\Lynn\D0cuments\Chief X5 Flans\Adam Birchard Residence\Birchard Re5ldence.layout 383 RIO LINDO AVENUE #200. CHICO, GA 95926 ADAM BIRGHARD (530) 592-440'1 WORK (530) 664-5421 CELL EMAIL ADDRESS: RylandoSummltOhlco.com EMAIL ADDRESS: AdamoBlrchardGonstruction.com REVIEWED FOR CODE COMPLIANCE AUG 0 4 2016 TRB AHD ASSOCIATES ARCH E 1 30"X42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDIN6 CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRARM6 BY: (630) 89 1-0586 19 YGAHORC VALLCY ROAD Gomco, GAt,MORWA 95913 LYNNBMITHS 2*ATT.NET ENERGY GALLS BY: `` � 1 GOLDEN SUN - DESIGNS MAX RAMIREZ ADAM BIR -CHARD GIIN'=RAL CONTRACTOR (530) 864-542"1 /Q1�pIESSiG1 9 K No. 75685 z P/ C,VI �TFor Ca. -\'i \ '1/20/201 6 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. z d J a Z LL d z 00 L N LIVABLE: 2394 5gFt 15T FLR -1021 5gFt 2ND FLR 5415 5gFt TOTAL GARAGE: 1 008 5gFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 5gFt REAR 5 10 SgFt TOTAL DATE: 1/20/2016 SCALE: sHowN 2 STOf�Y 5HEET d O COPYRIGHT 2015 II Ilppp���.IIII I��I LYNN SMITH - DRAFTING 116" y 1 99 SYCAMORE VALLEY ROAD, CHICO. GA 95915 891-0555 WORK m� w� =zO wo vnC� Z� u Q <� W �o w 7- 7- = w �0 0� <n� WQz Ktu < z m oOL luIL lli Q Qd W T- lli < Q Q z d J a Z LL d z 00 L N LIVABLE: 2394 5gFt 15T FLR -1021 5gFt 2ND FLR 5415 5gFt TOTAL GARAGE: 1 008 5gFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 5gFt REAR 5 10 SgFt TOTAL DATE: 1/20/2016 SCALE: sHowN 2 STOf�Y 5HEET d O COPYRIGHT 2015 II Ilppp���.IIII I��I LYNN SMITH - DRAFTING 116" y 1 99 SYCAMORE VALLEY ROAD, CHICO. GA 95915 891-0555 WORK 102 1 SOFT OF ATTIC, -500 DIVIDED BY 150 6.81 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIP6E_VENTS -5,55 SOFT - (43) LIN FT OR -4 RID6E VENT (19.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. 5.33 SOFT OF UPPER NFVA REGTAN6ULAR EAVE VENT5 --5.00 SOFT - (1 8) 5 1/2'X2 2 1 /2' EAVE VENTS (40 50 IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 5.00 SOFT OF LOWER NFVA 10.33 TOTAL SOFT OF VENTS (NFVA) =7 - CLIP DRAG TRUSS TO TOP PLATE W/ (5) AS CLIPS \DRAG TRU55: 1500# lul c�a mt 20.8' H8 EACH SIDE OF H8 EACH SIDE OF DOWNSPOUT GIRDER TRUSS GIRDER TRU55\ II CONNECT TO GIRDDDD�R- AS TRU55: u YARD DRAIN 4"xb" 1500# 4"xb" EDGE NAIL ROOF PLY-` AT DRAG MS_TA365TRAP TRUSS PER 6/5D3 n� ri �t ma DOWNSPOUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS .EDGE NAIL ROOF PLY AT DRAG TRUSS PSC2-DRAG STRUT DOWNSPOUT CONNECTOR CONNECT TO PER 8/503 YARD DRAIN DRAG TRU55: 1500# EDGE NAIL ROOF PLY AT DRAG TRU55 D--OWN_SPOUT CONNECT TO YARD DRAIN -IL11 12 7� IF CH 6"x8" DF#2 r s HEADER AT / n HIGH ROOF (0.6 m a TYP. U.N.O. N N GIRDER TRUSS ri� 9:12 V PITCH ma 4 1 2" 503 iryM TYP. AT NON- : OVER FRAMING: BEARING PER 2/503 51M, GIRDER_TRUSS WALLS TYP. WHERE 1 12" REQUIRED 5D3 TYP. GIRDER TRUSS n� 4"X6" "~ '� ma � a DRAG TRU55: 1 2 1500# EDGE NAIL ROOF PLY AT DRAG DOWN5FOUT TRUSS CONNECT TO DOWNSPOUT YARD DRAIN CONNECT TO 3 CLIP DRAG TRUSS YARD DRAIN SD3 TYP. TO TOP PLATE W/ (3) A35 CLIPS LEGEND: RIDGE LENGTH PITCH 5/12 PITCH 4/12 SCALE: 114"- 1'-O" 1.) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2.) ROOF PITCH SHALL BE 8: 12 4 4:12, TYPICAL. 3.) ROOF OVERHANG AT 8:1 2 PITCH ROOF SHALL BE 1 2" AT OVERHANG 3 1 2" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT OVERHANG d 1 2" AT GABLE ENDS, UNLESS OTHERWISE NOTED. EDGE NAIL ROOF PLY _ AT DRAG TRUSS D_ONNSPF-OUT CONNECT TO YARD DRAIN 1499 SOFT OF ATTIC 500 DIVIDED BY 300 • SEE VENTILATION NOTE 3 - REQUIRES VAPOR BARRIER 4.00 SOFT - (32) LIN FT OR -4 RIDGE VENT (18.0 SQ IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. ROOFSOF-VENT5 1.04 SOFT -(2) 2•x32' O'HA61N LOW PROFILE COMP EYEBROW 92.0 5Q IN EACH) - 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ. _5.00 SQFT - (18) 9 1 /2'x22 1/2m EAVE VENTS (40 SQ IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 10.04 TOTAL SOFT OF VENTS (NFVA) PRGH 1088 5QFT OF ATTIG _ 7'50 -DIVIDED-BY-1-50 .25 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RID4E VENTS 6 63 SOFT - (5 5) LIN FT OR -4 RIDGE VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. 6.63 SOFT OF UPPER NFVA A A RECT__A NGUL.. R.E-_ VE-EAVE -6.12 SOFT - (22) 3 1/2"X22 1 /2" EAVE VENTS (40 SQ IN EACH) - 0.216 SOFT BY CONSTRUCTION METALS OR EQUAL 6-12 SOFT OF LOWER NFVA 12.175 TOTAL SOFT OF VENTS (NFVA) DOWNSPOU7 CONNECT TO YARD DRAIN PONNEF-OUT CONNECT TO ill SOFT OF ATTIC 150 DIVIDED BY 150 1.14 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) ROO"O"MISTB -1-04 5QFT - (2) 2"x32' O'HAGIN LOW PROFILE COMP EYEBROW 92.0 5Q IN EACH) - 0.52 5QFT BY O'HA&IN MFG, LLC, OR EQ. 1.04 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS _ 0,83 5QFT - (3) 3 1/2"x22 1 /2" EAVE VENTS (40 SQ IN EACH) -0.215 SOFT BY CONSTRUCTION METALS OR EQUAL 0.89 SOFT OF LOWER NFVA 1.99 TOTAL SOFT OF VENTS (NFVA) ROOF PLY 1 115"X 1 1 /8" ANGLE 3/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 24" C/C ROD TYPICAL. 45 deg 21/2"EDGE-FOR ED DISTA SMIC BOLT�S-TYP s� REI5TRAINT5 (4) -' .�1R = NIS (LAG BOLT CAPACITY DIRECTIONS. - 82#/BOLT - THEREFORE OK.); ANGLE W/ NUTS d WA5HER5. SHALL BE LOCATED WITHIN 20'OF THE ATTIC-ASSE55:j.�URNA�F RADE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. S. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2" - 1'-0" 1 ADAM BIRGHARD - GENERAL CONTRACTOR (590) 864-5421 CELL EMAIL ADDRESS: Adam®Blrchardr-onstruction.com NOTE: MAXIMUM F.A.U. b ACCESSORIES MOUNTED TO TRUSSES IS 227 LBS AT EACH F.A.U. )NNSPOUT NNEGT TO RD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS 6"x8" DF#2 HEADER AT MAIN ROOF, TYP. U.N.O. TYP. DOWNSPOUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS '67CLIP DRAG TRUSS TO TOP PLATE W/ TYP. (2) A35 CLIPS LEGEND: q.5' RIDGE_LENGTN m Ll) Q U- In G:\Users\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.layout ADAM BIRGHARD OTSM*NOTE-- 10, 6 2 zo wo lu PROVIDE PROVIDE A54 CLIP FROM GIRDER ,,1, EMAIL ADDRESS: Max®CadMAma.LOm NQv O i i i I I TRUSSES TO TOP PLATE/BEAM y�. s- 3 0 o JOS(6.)__ ' ' o o- 3 cI• � AT ALL POINTS OF SUPPORT. SCALE: 1/4"- 1'-O" zV AV iswm 1.) ROOF COVERING SHALL BE COMPOSITION ROOFING. U wQ� I �- z W021 I m - J14(5 - p & ) o m 0 0 0 Q 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT Q < OVERHANG S 1 2" AT GABLE ENDS, UNLESS OTHERWISE NOTED. I J01I 4 e.) 3 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL WO 0 BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T SHEETS SD 1-SD3 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, i J021 TECO, OR PITTSBURGH RATED SHEATHING, SPAN jo 5+� j J02A ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, sc FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS TO THE ENGINEER OF RECORD. AND ADJACENT PANELS STAGGERED WITH 4' ENDS ♦ =JUS24 F01sc2 '. ..._. -.uv01paI 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'5 ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, WRITTEN (5UIDELINES. j = HJC26 F021 NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRU55 DESIGNS BECOME AVAILABLE FROM TRUSS EDGE5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW - - E01 MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD SUPPORTS AT ABUTTING PANEL E06E5. I F03 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY CONSTRUCTION. OTHERS. _E02D CONTRACTOR TO VERIFY THE LOCATION AND LOADING 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. 5.) PROVIDE 4X6 P05T MIN. AT ALL BEAM AND GIRDER IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY TRU55 BEARING POINTS AND CONTINUE IN WALL TO DISCREPANCIES. FOUNDATION, U.N.O. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN (b.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT LOW COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, ROOF PORTIONS, MAXIMUM SPAN - 6'-0". TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ?.) ROOF FRAMING NOTE: GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GB(:, 2308.10). =THDH26-2 PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND I I 1 CONNECTIONS SHALL BE PROVIDED BY THE 'E04 BUTTE COUNTY DEVELOPMENT SERVICES CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING REV IEWED FOR FOR ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. CODE rIEWE IANCE I PATE �� BY���_ IE05 I I _ 0 r, A01D' .,,, 214) LIE FR ME us V07T J16 _ '� __. .. a .. ::..... _._ a _ .:<-..IJ77 V I _...... ................ ...... ... .. � � - ...-_ �V1 � G 002( s1 1 �J22 `vos O pV05 I 3@U) �•'V03 - _. _ D 10 j _.: MOB MOS.... ----.... .-. vol . 1► - ! s LLi O 'DI E `'.r N I 0i.07 X19= - M06 I CO3 mIU 0 5f- : I f-111colo wol F! 1 �I � M05I4 I { ' I tE3 1499 SOFT OF ATTIC 500 DIVIDED BY 300 • SEE VENTILATION NOTE 3 - REQUIRES VAPOR BARRIER 4.00 SOFT - (32) LIN FT OR -4 RIDGE VENT (18.0 SQ IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. ROOFSOF-VENT5 1.04 SOFT -(2) 2•x32' O'HA61N LOW PROFILE COMP EYEBROW 92.0 5Q IN EACH) - 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ. _5.00 SQFT - (18) 9 1 /2'x22 1/2m EAVE VENTS (40 SQ IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 10.04 TOTAL SOFT OF VENTS (NFVA) PRGH 1088 5QFT OF ATTIG _ 7'50 -DIVIDED-BY-1-50 .25 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RID4E VENTS 6 63 SOFT - (5 5) LIN FT OR -4 RIDGE VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. 6.63 SOFT OF UPPER NFVA A A RECT__A NGUL.. R.E-_ VE-EAVE -6.12 SOFT - (22) 3 1/2"X22 1 /2" EAVE VENTS (40 SQ IN EACH) - 0.216 SOFT BY CONSTRUCTION METALS OR EQUAL 6-12 SOFT OF LOWER NFVA 12.175 TOTAL SOFT OF VENTS (NFVA) DOWNSPOU7 CONNECT TO YARD DRAIN PONNEF-OUT CONNECT TO ill SOFT OF ATTIC 150 DIVIDED BY 150 1.14 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) ROO"O"MISTB -1-04 5QFT - (2) 2"x32' O'HAGIN LOW PROFILE COMP EYEBROW 92.0 5Q IN EACH) - 0.52 5QFT BY O'HA&IN MFG, LLC, OR EQ. 1.04 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS _ 0,83 5QFT - (3) 3 1/2"x22 1 /2" EAVE VENTS (40 SQ IN EACH) -0.215 SOFT BY CONSTRUCTION METALS OR EQUAL 0.89 SOFT OF LOWER NFVA 1.99 TOTAL SOFT OF VENTS (NFVA) ROOF PLY 1 115"X 1 1 /8" ANGLE 3/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 24" C/C ROD TYPICAL. 45 deg 21/2"EDGE-FOR ED DISTA SMIC BOLT�S-TYP s� REI5TRAINT5 (4) -' .�1R = NIS (LAG BOLT CAPACITY DIRECTIONS. - 82#/BOLT - THEREFORE OK.); ANGLE W/ NUTS d WA5HER5. SHALL BE LOCATED WITHIN 20'OF THE ATTIC-ASSE55:j.�URNA�F RADE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. S. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2" - 1'-0" 1 ADAM BIRGHARD - GENERAL CONTRACTOR (590) 864-5421 CELL EMAIL ADDRESS: Adam®Blrchardr-onstruction.com NOTE: MAXIMUM F.A.U. b ACCESSORIES MOUNTED TO TRUSSES IS 227 LBS AT EACH F.A.U. )NNSPOUT NNEGT TO RD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS 6"x8" DF#2 HEADER AT MAIN ROOF, TYP. U.N.O. TYP. DOWNSPOUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS '67CLIP DRAG TRUSS TO TOP PLATE W/ TYP. (2) A35 CLIPS LEGEND: q.5' RIDGE_LENGTN IREVIENVE FOR CODE COMPLIANCE AUG 0 4 L Tf:sD ASSOCIATES ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPEC5, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRArrm& BY: mffH (53O) eq 1-0585 1 g la-c*e V -ay ROAD GMIcO, CALIFORNIA 95913 LYNNSMITHB 2•ATT.NET ENERGY GALLS BY: &OLDEN SUN •�'DESI&NS '' 1 `` RAMIREZ AaAM ISIRCHARD GENERAL CONTRACTOR (530) 864-5421 per, Q� tESS/oy, K. > z u=ND. i563g'-I c�70/16 ;V1 �P ryT� Cr uo\ iF 7/20/2016 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 516NF-D BY THIS ENGINEER FOR EACH UNIQUE BUILD. m Ll) Q U- In G:\Users\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.layout ADAM BIRGHARD OTSM*NOTE-- 10, 6 2 zo wo lu PROVIDE PROVIDE A54 CLIP FROM GIRDER ,,1, EMAIL ADDRESS: Max®CadMAma.LOm NQv O x TRUSSES TO TOP PLATE/BEAM Q m <O ItV _ _._-_._.....,....-...�.•.•..,........I"�._i..r. d...._......".,Jug.-,.�..�L,..... _ _.. ,�.... AT ALL POINTS OF SUPPORT. SCALE: 1/4"- 1'-O" zV AV iswm 1.) ROOF COVERING SHALL BE COMPOSITION ROOFING. U wQ� 2.) ROOF PITCH SHALL BE 8: 12 4 4:12, TYPICAL. �- z ul m 3.) ROOF OVERHANG AT 5:12 PITCH ROOF SHALL BE 12" AT w i- N OVERHANG 3 12" AT GABLE ENDS, UNLESS OTHERWISE NOTED. Q 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT Q < OVERHANG S 1 2" AT GABLE ENDS, UNLESS OTHERWISE NOTED. ROOF PIAN 5TRUGTURAL NOTES: e.) PROVIDE POS. ATTACHMENT OF ALL P05T TO BEAM, 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T SHEETS SD 1-SD3 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) ST22 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 9. ) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS TO THE ENGINEER OF RECORD. AND ADJACENT PANELS STAGGERED WITH 4' ENDS 10.) ALL EXPOSED FRAMING SHALL BE FIR 55URE OFFSET 4'. EDGE NAIL WITH Sd 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'5 ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, WRITTEN (5UIDELINES. BLOCKING AND WHERE INDICATED ON PLAN. FIELD 1 1.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRU55 DESIGNS BECOME AVAILABLE FROM TRUSS EDGE5 U.N.O. BY PANEL MANUFACTURER. AT ALL LOW MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD SUPPORTS AT ABUTTING PANEL E06E5. AND BUILDING DEPARTMENT APPROVAL PRIOR TO 3.) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY CONSTRUCTION. OTHERS. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. 5.) PROVIDE 4X6 P05T MIN. AT ALL BEAM AND GIRDER IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY TRU55 BEARING POINTS AND CONTINUE IN WALL TO DISCREPANCIES. FOUNDATION, U.N.O. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN (b.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT LOW COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, ROOF PORTIONS, MAXIMUM SPAN - 6'-0". TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ?.) ROOF FRAMING NOTE: GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GB(:, 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND PERMIT#_J6-J3�� CONNECTIONS SHALL BE PROVIDED BY THE BUTTE COUNTY DEVELOPMENT SERVICES CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING REV IEWED FOR FOR ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. CODE rIEWE IANCE PATE �� BY���_ IREVIENVE FOR CODE COMPLIANCE AUG 0 4 L Tf:sD ASSOCIATES ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPEC5, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRArrm& BY: mffH (53O) eq 1-0585 1 g la-c*e V -ay ROAD GMIcO, CALIFORNIA 95913 LYNNSMITHB 2•ATT.NET ENERGY GALLS BY: &OLDEN SUN •�'DESI&NS '' 1 `` RAMIREZ AaAM ISIRCHARD GENERAL CONTRACTOR (530) 864-5421 per, Q� tESS/oy, K. > z u=ND. i563g'-I c�70/16 ;V1 �P ryT� Cr uo\ iF 7/20/2016 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 516NF-D BY THIS ENGINEER FOR EACH UNIQUE BUILD. N Z 4NJ QCLJd -�tL41j O(3 zOQ Z 0 4V� J Z 0 U.. ZZ �z>k) IL 11i btu >� ILL NR(2I- LIVABLE: 2 3 q 4 5gFt 15T FLR 101 SgFt 2ND FLR 34 1 5 SgFt TOTAL GAIRA ISE: 1008 SgFt COVERED PATIO: 285 SgFt FRONT 80 5gFt BREEZE 1_45 5gFt REAR 5 10 5gFt TOTAL DATE: "1/20/2016 SCALE: 5HOWN 2 STORY SHEET -6 O COPYRIGHT 2015 �.1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 221 8 q SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 m Ll) Q U- In G:\Users\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.layout ADAM BIRGHARD n/ L ll- _.0I PHONE: (550)521--7242r-ELL 6 2 zo wo lu Ilill11 CHICO, GA g5g99 ,,1, EMAIL ADDRESS: Max®CadMAma.LOm NQv O x !L I Q m <O ItV _ _._-_._.....,....-...�.•.•..,........I"�._i..r. d...._......".,Jug.-,.�..�L,..... _ _.. ,�.... Lu o w zV AV iswm Z =tu U wQ� 0 Q=v �- z ul m < z O (L w i- N #+�z Q < W Q T- 0) Q < N Z 4NJ QCLJd -�tL41j O(3 zOQ Z 0 4V� J Z 0 U.. ZZ �z>k) IL 11i btu >� ILL NR(2I- LIVABLE: 2 3 q 4 5gFt 15T FLR 101 SgFt 2ND FLR 34 1 5 SgFt TOTAL GAIRA ISE: 1008 SgFt COVERED PATIO: 285 SgFt FRONT 80 5gFt BREEZE 1_45 5gFt REAR 5 10 5gFt TOTAL DATE: "1/20/2016 SCALE: 5HOWN 2 STORY SHEET -6 O COPYRIGHT 2015 �.1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALG5 221 8 q SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 5UMMIT 5TRUGTURAL DE516N - 5TKUOTUKAL ENGINEER sem, 989 RIO LINDO AVENUE x200, GHIGO, GA q5 q2b '", G:\Users\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.layout ADAM BIRGHARD LYNN SMITH - DRAFTING I+�`1��(�y� 1 q q SYCAMORE VALLEY ROAD, L _.0I PHONE: (550)521--7242r-ELL (530) 5q2-4401 WORK (550) 964-5421 CELL Ilill11 CHICO, GA g5g99 ,,1, EMAIL ADDRESS: Max®CadMAma.LOm EMAIL ADDRE55: Rylands5ummltChico.aom EMAIL ADDRESS: Adam®Blrchardronstruction.com - -" (530) 6-11-0565 WORK --- _ _._-_._.....,....-...�.•.•..,........I"�._i..r. d...._......".,Jug.-,.�..�L,..... _ _.. ,�.... _ _ _ _ _. .,. CONTINUOUS CONTINUOUS RIDGE VENT RIDGE VENT ROOF NTILATIONc L, SEE ROOF PLAN t ROOF -` L, 1 - I u- - ,." __ CONTINUOUS VENTILATION GALLS. RIDGE VENT SiOMPOSITION OVER 1 5 FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 5 d AT 6. 12" c/a. _ COMP051T10NA _OOFJNG_ OVER 15# FELT OVER 1/ 2" PITCH 8 12 L ,J ,.�- _ - � I_� _ GDX PLYWOOD OR OSB WITH � FASCIA 4S�UZTTTTR - -1� _ _ 8d'5 AT 6", 1 2" G/c. Tom_ CONNECT TO 2X3' "�L L-:- DOWN5POu75- - " PITCH 8 / 12 CONTINUOUS RID&E VENT I�� �-- - -� 26405 - - ,. - _ _ - - H ' I 3050514130505H 1-.- _ i COMPOSITION ROOFJN L --_ _G_OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH I 1 8d'5 AT 6, 12- c/c. c �.$ PITCH 4 / 12 J vOWNSPOUT . ..� .' _---�.. -'-�'-r { �{ CHR157t1�n5116N25-`- OUTDOOR. LIGHTS:. BOARD d $ATT SIDING t PROVIDE OUTLET ® L-�� �-MUST BE INCANDESCENT W/ --� rte_ h 1 F " •�RONT DOOR GHED L -'- MANUAL ON-OFF SWITCH, MOTION — FASCIA d GUTTER; � L i 4 �_ .-L -� - J —i N R �.-CONNECT TO 2X3 DETECTOR �� oz--: t: r7i d PHOTO CONTROL _ i� DOWNSPouTS u UNDERLAYMENT: AMINIMU OF FEL, NE COMPLEROF NO. A-L'�FT_._GIPE.,. ELEVATION ASPHALT FELT, COMPLYING WITH ASTM r/ D-226 FOR TYPE 1 FELT OR OTHER NOTE: TO PREVENT GUARD RAI G L I�ROUN HOUSE TO MAINTAIN LE55 THARA0 ETWEI�N FINAL GRADE AND ANY PORGHE5, 5TEP5-0R—R ER5`- COMPOSITION ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH Bd'S AT 6", 12" G/c. PITCH 8 / 12 CONTINUOUS RIDGE VENT VENEER: INSTALLED PER GBG 3.0' ABOVE A ' HAG CONTINUOUS FINISHED GRADE RIDGE VENT /\ CONTINUOUS RIDGE VENT ROOF VENTILATION: 1 I 26FLl REVIEVlE°+� ! BOARD d BATT SIDIN6 ` SEE ROOF PLAN d ROOF 2620FX '2620FX -v -'-1-'---`r-+�-�'-`-��--q LL -------'- • VENTILATION CALG5. ��-'` m- _:. _ '_iJ_.. _�,.. 1 J "x6"TRIM CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT - "DOWNSPO2 UT 6i - COMPOSITION ROOFING_ It 80 SgFt BREEZE GDX PLYWOOD OR 05B WITH 7 - OVER 15# FELT OVER 1/2" COMF�OSIITLO ROOFING_ .QRS AND ASSOCIATES L�. _ - COX PLYWOOD OR OSB WITH 1 x6 TRIM GDX PLYWOOD OR 055 WITH 1 1PLATE HE IE _x, - - 9' PLATE HEIGHT 26505H 26505H �26505H PITCH 8 / 12 CONTINUOUS 26505H PROVIDE OUTLET ® TOP PLATE,SWITCHED _ V RIDGE VENT R0017 -VENTILATION: vOr�nsPouT, i-, GONTINUOU5 - `:� } -..i I �. 1 -' i.-� .•� r� '. 4 1 � Li 11 9'- 1 O" PLATE HEIGHT -t - ----r`• W PLATE HEIGHT a, t. I----h-� DOW145POUTS, - 1 1Ov 6FGI METER ----------------------'--- -- -ELECT.—I 4WH MIN. - 75' MAX. DOWNSPOUT -$Z VISIBtfo1' 1 "X4"TRIM 1 1 i I I I I I I I I I I I. I I I I I 1 1 1 1 1 1 1 1X6" LINTEL-` TYPICAL .-�- HVACOOND-UNIT 9" BELOW -- - ® - - " - �� 1 .i— =� FA5CIA_4_6UTTF 1J_T.. �. ._1--L-`-.J -• �� IJ ,� CONNECT TO 2"X3" _ DOWNSPOUTSJ_ I" PLATE HEIGHT 00, CONTINUOUS RIDGE VENT CONTINUOUS CONTINUOUS RIDGE VENT RIDGE VENT COMPOSITION ROOFING_ OVER 15# FELT OVER 1/2" COX PLYWOOD OR 055 WITH 8d'S AT 6, 12" G/C. PITCH 8 / 12 ARCH E 1 5O"X42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE61NS. DRA'TMS BY: (990) 89 1-0969 1 9 YGAMORe VALLEY ROAp GHIGO, GALPORNIA 99 9 7 9 LYNN5MTH5 2 0ATT.NET ENER&Y GALLS BY: &OLDEN SUN 0-DESMNS MAX RAMIREZ AaAM SIRCHARP 6ENERAL CONTRACTOR (530) 864-5427 r FASCIA d GUTTER: CONNECT TO 2"X5- NOTE_ FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d LOWEST ADJACENT GRADES (LAG). • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.0. ABOVE HAG • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG • TOP OF NEXT HIGHER FLOOR: S.O' ABOVE HA& • LOWEST ELEV OF MACHINERY: 5.0'ABOVE HAG NOTE: "A NAIL IN A LARGE OAK TREE SOUTHWEST OF THE BUILDING PAD (ABOUT V ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION." 1) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. 2) A "FINISHED" CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 STRUCTURE. 1 I 26FLl REVIEVlE°+� ! BOARD d BATT SIDIN6 ` r 2620FX '2620FX -v 2620FX DORMER VENT ' ��-'` m- 2620FX ' "x6"TRIM CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT - "DOWNSPO2 UT 6i - d� It 80 SgFt BREEZE GDX PLYWOOD OR 05B WITH 7 - CONTINUOUS RIDGE VENT �'''' T- COMF�OSIITLO ROOFING_ .QRS AND ASSOCIATES L�. _ - - 1 x6 TRIM GDX PLYWOOD OR 055 WITH 1 1PLATE HE IE _x, - - - - 26505H 26505H �26505H PITCH 8/ 12 -• 26505H PROVIDE OUTLET ® TOP PLATE,SWITCHED _ NOTE_ FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d LOWEST ADJACENT GRADES (LAG). • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.0. ABOVE HAG • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG • TOP OF NEXT HIGHER FLOOR: S.O' ABOVE HA& • LOWEST ELEV OF MACHINERY: 5.0'ABOVE HAG NOTE: "A NAIL IN A LARGE OAK TREE SOUTHWEST OF THE BUILDING PAD (ABOUT V ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION." 1) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. 2) A "FINISHED" CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 STRUCTURE. 1 I 26FLl REVIEVlE°+� LLSLHFL ® 2620FX 2620FX '2620FX -v 2620FX - ' ��-'` m- 2620FX ' "x6"TRIM CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT - "DOWNSPO2 UT 6i - d� RIDGE VENT 80 SgFt BREEZE GDX PLYWOOD OR 05B WITH 7 - CONTINUOUS RIDGE VENT �'''' T- COMF�OSIITLO ROOFING_ .QRS AND ASSOCIATES OVER 15# FELT OVER 1/2" .# OVER 15# FELT OVER 1/2" 1 x6 TRIM GDX PLYWOOD OR 055 WITH --S - - - .'; - ,- CONTINUOUS _x, - - - - 26505H 26505H �26505H PITCH 8/ 12 IVI �I y i I _ Ti L� L 26505H PROVIDE OUTLET ® TOP PLATE,SWITCHED _� V 26505H R0017 -VENTILATION: - " --- -' '- `:� } -..i I �. 1 -' i.-� .•� r� '. 4 1 ; FASCIA 4 jC T ER: ` Li 11 9'- 1 O" PLATE HEIGHT -t - ----r`• W PLATE HEIGHT a, -ELECT. I----h-� DOW145POUTS, - 1 1Ov 6FGI METER ----------------------'--- -- -ELECT.—I 4WH MIN. - 75' MAX. DOWNSPOUT -$Z VISIBtfo1' 1 "X4"TRIM 1 1 i I I I I I I I I I I I. I I I I I 1 1 1 1 1 1 1 1X6" LINTEL-` TYPICAL HVACOOND-UNIT 9" BELOW -- - ® - WINDOW _ HORIZONTAL S 0Ml _ "_ • INSTALLED PER GBG -3.0' ABOVE l i I rI i 1 i r HAG GAs�fl 6V 6V J21W FV .PpV�I �Fv P -V. IlfUlifl I� IN4 ��I 1 FAV FVI�I LLIu ll4J L1P7.115"1 ,FVC. �A� dr„ ,., FY � : F\ ' �..I ,. ELECT. SERVICE: UNDERLAYMENT: HVAC GOND UNIT: 00 AMP ELECT. 2 EEG ETR SER48HVMIN.M-15EMAX. A MINIMUM OF ONE LAYER OF N0.1 5 ASPHALT FELT, COMPLYNIS kNITH ASTM 1 RIGHT 51117E ELEVATION PROVIDE O DE 22 V ELECT. FELT OR OT ERICE V-226 FOR TYPE SEE ENVIRONMENTALS APPROVED MATERIALS BEHIND ALL QUALITY NOTE IS. TYPES OF EXTERIOR WALL FINISHES 15 SCALE: 1/4" - 1'-O" NOTE_ FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. NOTE: ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d LOWEST ADJACENT GRADES (LAG). • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.0. ABOVE HAG • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG • TOP OF NEXT HIGHER FLOOR: S.O' ABOVE HA& • LOWEST ELEV OF MACHINERY: 5.0'ABOVE HAG NOTE: "A NAIL IN A LARGE OAK TREE SOUTHWEST OF THE BUILDING PAD (ABOUT V ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION." 1) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. 2) A "FINISHED" CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF THI5 STRUCTURE. Fv Fv 1 I 26FLl REVIEVlE°+� LLSLHFL ® G ,� COMPLIAN C vowN6Polrr , FOR CODE - CONTINUOUS 9' PLATE HEIGHT A "x6"TRIM CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT DOWNSPOUT ROOF VENTILATION: AUG 0 20116 OVER 15# FELT OVER 1/2" RIDGE VENT 80 SgFt BREEZE GDX PLYWOOD OR 05B WITH COMP05IT_IONROOFINCS CONTINUOUS RIDGE VENT �'''' T- COMF�OSIITLO ROOFING_ .QRS AND ASSOCIATES OVER 15# FELT OVER 1/2" .# OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH --S - - - .'; - ,- CONTINUOUS GDX PLYWOOD OR OSB WITH 8d'S AT b", 12" G/G. �_ . RIDGE VENT �__L�1- �_ Sd'S AT 6", 1 2" G/G. PITCH 8/ 12 IVI �I y i I _ Ti L� L PITCH 8/ 1 2 PROVIDE OUTLET ® TOP PLATE,SWITCHED V '7/20/201 6 R0017 -VENTILATION: Fv Fv 1 I 26FLl 26 I I LLSLHFL ® G ,� ;DOWNSPOUT , - 26505H I I 9' PLATE HEIGHT A "x6"TRIM CONTINUOUS RIDGE VENT COMP_051TL0N_ROOF_ING_ DOWNSPOUT ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN t ROOF 80 SgFt BREEZE GDX PLYWOOD OR 05B WITH VENTILATION GALLS. _ -- HORIZONTAL 51DING 8d'5 AT 6", 12"c/c. --1-4.5 5gFt REAR .# PITCH 8 / 12 GHRISTMA5 LIGHTS: ..• ' <" 1 • BOARD I. d BATT SIDING ATM L16HT OUTDOORLIGHT5: MUST BE INCANDESCENT 1N/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL 26505H I f 1 I 26FLl 26 I I =I; 2620FX u 'a ;DOWNSPOUT - 26505H I I 1 26 I 1 "x6"TRIM 265 SLIFt FRONT I1 14"X 15- VENT 80 SgFt BREEZE _ -- HORIZONTAL 51DING --1-4.5 5gFt REAR CONTINUOUS GHRISTMA5 LIGHTS: ..• ' <" 1 • BOARD I. d BATT SIDING ' e''" i '` R N IDLE VENT PROVIDE OUTLET ® TOP PLATE,SWITCHED '7/20/201 6 • FRONT DOOR `:� } -..i I �. 1 -' i.-� .•� r� '. 4 1 ; FASCIA 4 jC T ER: ` Li 11 9'- 1 O" PLATE HEIGHT -t SHOWN �� CONNECT TO 2"x3"=._ W PLATE HEIGHT a, -ELECT. -' ;' DOW145POUTS, " 1 1Ov 6FGI METER 1 1�- 4WH MIN. - 75' MAX. DOWNSPOUT -$Z VISIBtfo1' 1X6" LINTEL-` TYPICAL ATM L16HT OUTDOORLIGHT5: MUST BE INCANDESCENT 1N/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL 26505H I f 1 I 26FLl 26 I I =I; 2620FX u �.. 2620FX u ;DOWNSPOUT - 26505H I I DOWNSPOUT �XeMt ol DOWNSPOUT LIGH' _fiORiZONTAL StDttQG -. HVAC_ GOND.-UNIT.- HVAC WHO. UNIT PROVIDE 220Y ELECT. DISCONNECT WITHIN 25'. -� _.. -_. ac❑ cuvlonuucurAl ."mom ADAM BIRGHARD - 6ENERAL CONTRACTOR (550) 864-5427 CELL EMAIL ADPRE55: Adam®BlrchardGonstructlon.com 1 _ I SEE ROOF PLAN ! ROOF z VENTILATION GALG5. Q 1' 1 ..-L�.u__J-:i - < - 1 e OMP 1 I N R FIN ` - FASCIA �GUTT�R_: �• •. O- __F LO --OQ _ G_ h NNECT To 2•X3- i�. -.r, i!;' OVER 1 5# FELT OVER 1 /2" W U _ DOWNSPOUTS I 14"x 1 8" VENT GDX PLYWOOD OR OSB WITH COMPOSITION ROOFING_ W d OVER 15# FELT OVER 1/2* --•--• GDX PLYWOOD OR 055 WITH PITCH 4 / 1 2 CONTINUOUS DOWvsPouTl 8d'S AT 6", 12" c/c. RIDGE VENT 1 Don1NSPOUT PITCH 8/ 12 W W CONTINUOUS 1- i...i _ ( x RIDGE VENT X X 265051,11 30505H 50505H j. 50505H 50505H GHIMNEYCAP W W LIVABLE: 2394SgFt 1STFLR IL 5415 SaFt TOTAL R I It 14 x 1 8' VENT DORMER VENT 1 X4'TRIM 1 .• t 'EOARD a BATT SIDING -- --- r; GARAGE: --- '.;-��.,: I � I r �.� -= - 1008 Sc{Ft �-'� �r--- 1 A IGH ._- " _: : 1 b"TRIM _� ! .10 8 P ATE HEIGHT T . I. 1 _.-__�- .;i IOU bFG 110v bFGl,.;.::,. --��GOMPOSTIONROO INC _ DORMERVEH �I I I _ -�z • 1"X&- LINTELS TYPICAL ttir 2620FX u =I; 2620FX u �.. 2620FX u ;DOWNSPOUT - 26505H I I 1 26 I 1 261 I 1 265 SLIFt FRONT 80 SgFt BREEZE _ -- HORIZONTAL 51DING NOTE: 4 FV Fv FV HAG TO PREVENT 6UARD RAILS, BACK -FILL AROUND HOUSE TO MAINTAIN LESS THAN 30" SHEET VERTICALLY BETWEEN FINAL 6RADE AND ANY PORCHES, STEPS OR RISERS. - FINISHED GRADE UNDERLAYMENT: LA�IDINS�S; O A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM THE LANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE D-226 FOR TYPE 1 FELT OR OTHER THAN 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR APPROVED MATERIALS BEHIND ALL SCREEN DOOR, DOES NOT SWIN6 OVER THE LANDIN6. O COPYRIGHT 2015 TYPES OF EXTERIOR WALL FINISHES 15 SCALE: 1/4"- 1'-0" 14 MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALG5 SUMMIT 5TRUCTURAL DE51GN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\chief X8 Plans\Adam Err hard Residence\Birchard Residence.layout �1 ���I�IIry�y �** LYNN SMITH -DRAFTING )' 22 1 89 SAMSON AVENUE, GORNIN6, CALIFORNIA 9602 1 383 RIO LINDO AVENUE •200, CHICO, GA 95926 ADAM BIRGHARD I ~� 1 99 SYCAMORE VALLEY ROAD, PHONE: (530) 321-7242 CELL (530) S92-4409 WORK (530) 864-5427 CELL it CHICO, GA 95973 IA EMAILADDRE55: MSX®CAdMama.rom = EMAIL ADDRESS: Ryland®SummltChlco.Gom EMAILADDRE55: Adam®BlrchardGonstructlonoom . (530) 891-0585 WORK Jill I PATIO: ;DOWNSPOUT 265 SLIFt FRONT 80 SgFt BREEZE _ VENEER: --1-4.5 5gFt REAR INSTALLED PER GBG 510 5gFt TOTAL rr DATE: '7/20/201 6 5GALE: SHOWN -ELECT. EL AMP ELj VICE' 200 AMP LE ) - - METER 4WH MIN. - 75' MAX. NOTE: 4 FV Fv FV HAG TO PREVENT 6UARD RAILS, BACK -FILL AROUND HOUSE TO MAINTAIN LESS THAN 30" SHEET VERTICALLY BETWEEN FINAL 6RADE AND ANY PORCHES, STEPS OR RISERS. - FINISHED GRADE UNDERLAYMENT: LA�IDINS�S; O A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM THE LANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE D-226 FOR TYPE 1 FELT OR OTHER THAN 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR APPROVED MATERIALS BEHIND ALL SCREEN DOOR, DOES NOT SWIN6 OVER THE LANDIN6. O COPYRIGHT 2015 TYPES OF EXTERIOR WALL FINISHES 15 SCALE: 1/4"- 1'-0" 14 MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALG5 SUMMIT 5TRUCTURAL DE51GN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\chief X8 Plans\Adam Err hard Residence\Birchard Residence.layout �1 ���I�IIry�y �** LYNN SMITH -DRAFTING )' 22 1 89 SAMSON AVENUE, GORNIN6, CALIFORNIA 9602 1 383 RIO LINDO AVENUE •200, CHICO, GA 95926 ADAM BIRGHARD I ~� 1 99 SYCAMORE VALLEY ROAD, PHONE: (530) 321-7242 CELL (530) S92-4409 WORK (530) 864-5427 CELL it CHICO, GA 95973 IA EMAILADDRE55: MSX®CAdMama.rom = EMAIL ADDRESS: Ryland®SummltChlco.Gom EMAILADDRE55: Adam®BlrchardGonstructlonoom . (530) 891-0585 WORK Jill I BATHROOM REGEPTAGLE5: SEE NOTE 20. BATHROOM-L*RT5:- SEE NOTE 2 1. BATHROOM EXHAUST FANS: SEE NOTE 23. TUB OR SHOWER FIXTURE5:_ SEE NOTE 22. TOILET ROOM: SEE NOTE 25. FAN N/1 -161 -IT: SEE NOTE 7. 104 L.E.D. 9W \ / / L -ED. LAtiP HQL-VERS_ SEE NOTE S. SMOKE/G.O. ALARMS; SEE NOTE 15. 9W IED 0 9W ZO 1 ED. EXHAUST_FAN; 1 Fn. SEE NOTE 9. J 9W L.E.P. CLOSEI5: SEE NOTE 1 9. NOTE: PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES t THEIR ACCESSORIES. CENTER OF THE SUB PANEL GRIP NOT MORE THAN b'-7" ABOVE FLOOR. GEC 404.8 NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FU5E5, SWITCHES t THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING t BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. 101 I/ TO BELOW ® DN 1 NIH0LE_H0_5E_FAN.- THERMOSTAT: SEE NOTE 6. SEE NOTE b. ARG -FAULT SROUND_-FAULTGIRGUIT- INTE RRUPTE RPR OT E GTI ON: SEE NOTE 2. TAMPER-RESISTANT RECEPTACLES: SEE NOTE 3. RECEPTACLE LOCATIONS: SEE NOTE 4. 0 SMOKE/CA. ALARMS: 9W SEE NOTE 1 8. L.ED. FAN W/LIGHT: SEE NOTE 7. cgsrtv d LAMPP HOLt, SEE NOTE 5. RESIDENTIAL KITCHEN LIGHTING WORKSHEETWS-5R Project Title BIRGHiARD RE51DEN0F_ oare 5/15, / 1 5/201 6 REQUIREMENTS. 5 E NC SMOKE_/LO.ALARM5: d SEE NOTE 15. BATHROOM REGE TAG FAN W/LIGHT: SEE NOTE 20. 1 SEE NOTE I. OOMLIGH �'D ' V O BAIHROOQM3XH ST -F SEE NOTE 23. LAMP HOLDERS: 7-7_1 = w SEE NOTE 5. ARG -FAULT SROUND_-FAULTGIRGUIT- INTE RRUPTE RPR OT E GTI ON: SEE NOTE 2. TAMPER-RESISTANT RECEPTACLES: SEE NOTE 3. RECEPTACLE LOCATIONS: SEE NOTE 4. 0 SMOKE/CA. ALARMS: 9W SEE NOTE 1 8. L.ED. FAN W/LIGHT: SEE NOTE 7. cgsrtv d LAMPP HOLt, SEE NOTE 5. RESIDENTIAL KITCHEN LIGHTING WORKSHEETWS-5R Project Title BIRGHiARD RE51DEN0F_ oare 5/15, / 1 5/201 6 At least 50% of the total wattage of permanentfv Installed luminaires in the kitchen must be in liminaires that are high efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x ©uantm High Efficacy Watts or Other Watts 6'LED. CAN Yes X No 15 x O = 0 4' L.E.D. CAN Yes X No 4 x 4 = 81 2' L.E.D. PUGK 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 LAB. PUCK Yes X No 2 x 6 = 12 L.E.D. PENDANT Yes X No q x 2 = 18 TOE KICK Yes X No 0.5 x O = O Yes No x = CHRISTMAS L16HTREGEPTACLE5: THIS BATHROOM EXHAU' TO BE USED FOR THE WI SEE NOTE 25. I EXTERIOR LIGHTS:_ ISEE NOTE 30. / I I I I I I IEXTERI09.1,I0H15_ SEE NOTE 50. I I I I I I I BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOMIIGHTS:_ SEE NOTE 21. BATHROOM EXHAUST FANS: SEE NOTE 23. TUB OR SHOWER FIXTURES:-- SEE IXTURES:_SEE NOTE 22. / GFCI - � CHRISTMAS LIGHT REGEPTAGLE5: SEE NOTE _3 1. GHRI5TMA5 LLGHT_REGEPTAGLES- SEE NOTE 5 1. HOUSE VENTILATIN AN: REQUIREMENTS. 5 E NC d 16 F 4 U BATHROOM REGE TAG Z SEE NOTE 20. 1 9W OOMLIGH �'D ' NO SEE SEE NOTE 2 1. O BAIHROOQM3XH ST -F SEE NOTE 23. -1 .LLi Z�' o <Kw UK ) NUJ ♦-W-D 7-7_1 = w BUILDING VENTLAtION: 2 id �H' wJI KIj SEE NOTE 24. TUB_OR_SHO W ER_ F�XTUF O< <V W LU J z1_ D W l9 SEE NOTE 22. p < IL TOILET ROOM_ SEE NOTE 25. I EXTERIOR LIGHTS:_ ISEE NOTE 30. / I I I I I I IEXTERI09.1,I0H15_ SEE NOTE 50. I I I I I I I BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOMIIGHTS:_ SEE NOTE 21. BATHROOM EXHAUST FANS: SEE NOTE 23. TUB OR SHOWER FIXTURES:-- SEE IXTURES:_SEE NOTE 22. / GFCI - � CHRISTMAS LIGHT REGEPTAGLE5: SEE NOTE _3 1. GHRI5TMA5 LLGHT_REGEPTAGLES- SEE NOTE 5 1. ADAM BIRCHARD - GENERAL CONTRACTOR (530)864-5427 CELL EMAIL ADDRESS: AdamoBlrchardGonstruction.com ><.�v>rr 1 ^1..�E , • -.yn� Lvn�; NOTE: SEE NOTE 4. _ _ LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES t THEIR ACCESSORIES TO _ IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING t BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. SCALE: 1/4"- 1 •-O" ELECTRICAL_ SHALL_ BE INSTALLED PER THE 201 3 G.E.G" ALL AREAS: 1.) REFER TO THE MANDATOR"EA5URE5 FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEC, ART. 2 10.1 2 (B). 3.) RECEPTACLES:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLE5. 5EE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MILAR OPENINGS SHALL HAVE A RECEPTACLE. CEG ART. 210.52 (A). 5.) LAMP.HOLDER5, ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEG SECTION 514.2 S. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER GEC SECTION 5 14.21 (A) t (D). 6.) WHOLE MOV5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) CEILING FANS W/LIGHT: FLOUR5CENT W/ SWITCH OR INCANDESCENT W/ DIMMER SWITCH. MAINTAIN 36' CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTAT $:_ SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) XHAstS, 199` PROVIDE A MIN, OF 50 CFM FAN$ (20 GFM FOR G_ON_TINUOUS VENTL-ATIONINITH.BACKD.RAF.F(2AMPERriAT-ALLEXHAU5T FANS. �J 10.) riR VIDE STUB FOR LANDSCAPE LIGHTING t IRRIGATION TIMER.'(CONFIRM) 1 1.) MAIN ELECTRICAL-5ERVICE- PROVIDE 200 AMP. VERIFY LOCATION OF MAIN t SUB PANEL. KITCHEN, PANTRY d DINING AREAS: 12.) KOH€N116HTIN(5,: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY A5 DEFINED IN TABLE 150-C. 15.) ISLAND OR PENINSULA: PRO VIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CEG ART. 210.5 2 (C) (243) AND ART. 2 10.8. 14.) SMALL APP_LIANGE-aIRCUIT5: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART, 210.5 2 (B). 15.) COUNTERTOP1iECEPTASL€S IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. LAUNDRY d UTILITY ROOMS: N t T ITY R M R PT T: SHALL BE SUPPLIED BY AT 16.7 LAU .DRI V._.- 9�SCEACLE OUTLETS: LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.1 1 (G) (2). 11J DRYER OUTLET_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEC. 1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 221 89 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 J, PHONE: (530) 321-1242 CELL F� EMAILADDRESS: MaxtGadMamaXom BEDROOM: 1 eJ SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM t ON EACH FLOOR OF THE DWELLING. SMOKE/CARBON_MONOXIDEALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE t CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE t CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR SMOKE ALARMS. 1 9J CLOSEIS LIGHTS: PER G.E.G_ BATHROOMS: 20.) BATtROOMRECEPTAGLE_OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART. 2 10.1 1 (C) (3). 21.) BATHROOM. LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A •MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SWITCH. 22.) LIGHT FIXTURES IN -TUB OR 5H_OWER_ ENCLOSURES: TO BE LABELED 'SUITABLE FOR DAMP LOCATION' PER GEC ART. 4 10.1 O (A) t (D). 23.) BAT14ROOMS-1EGHANI(:,AL-r:XHAV5TT-EANS: A.) FAN55HALLZ"NERGX-STAR.GQMPLIANT-ANQEEDULTED TO TERMINATE OUL5IDETHEbUILP4NC-_ B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH HAtt eE-REAMLX.A_(GGE55IBLE. CJ UMIDI5TAT CONTROLS $H� BE CAPABLE OF ADJUSTMENTS BET N-A_RELATIVE HUMIDITY RP NGE OF 50% TO 80%. BATHROOM NOTE.- FORTHE PURPOSES OF. THIS NOTE, A BATHROOM 15 A ROOM WHICH CONTAINS A BATHTUB, SHOWER.OR TUB/SHOWER COMBINATION.. _...., 24.) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 15 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION t FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED. 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. GARAGE: 26.) GARAGE ARE REQUIRED TO BE GFCI PROTECTED. LIGHT 5WITGH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. 27.) GARAGEFIREWALL: PROVIDE A 24"SEPARATION BETWEEN REGEPTAGLE t 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE. 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'. EXTERIOR: 297 EXTERIORRECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL SE WP/GFCI PROTECTED. CEG ART. 210.8(3). 50.) OUTPOOR.LIGHTNG: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 19 ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 6 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) 31.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED t FRONT DOOR - WP/GFCI PROTECTED. 92.) HVAC C.ONDJ)NM PROVIDE 220V ELECT. DISCONNECT W/ 50•X50• CLEAR WORKSPACE t 1 10V WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 53.) PROVIDE LIGHTS, SWITCHES AND REGEPTAGLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED. IN ATTIC. 383 RIO LINDO AVENUE •200, GHIGO, GA 95926 (530)592-4407 WORK EMAIL ADDRESS: RylandtSummltChlco.com CHR 15 T_MA5 L I G H_T_RECE PTAGLE 5: SEE NOTE 3 1. LV Vl-lL Y L.I� 1 ILTZ 1 IV 1� 1\/� 1 V SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 4 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - -10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300 CFM NUMBER OF KITCHENS - 1 DUCT 51ZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 CFM WHOLE HOU55 FAN DUCT 51ZE - (2) 1 6 INCH MAX, ALLOWABLE DUCT ENCGT�IO LIMIT Qfan - FAN FLOW RATE (Cfm) Afloor - CONDITIONED FLOOR AREA Nbr -_ NUMBERQF 5EDROOM5IMIN 1) Qfan - (0.0 1 X Afloor) + (-7.5 X (Nbr + 1 )) Qfan - (34.2) + (1.5 X (5+ 1 )) Qfan - 34.2 + 45.0 Qfan - "19.2 (ROUNDED TO_T1__rF_M) PERMIT# S -P ISE BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE PAT;; �-/'6.___ -BY�_ EXTERIOR RECEPTACLES: SEE NOTE 29. WP GFCI HVAC-COND. UNIT: SEE ELECTRICAL NOTE 52 t ENVIRONMENTAL QUALITY NOTE 17. ELE(:.T.SEl ICE 200 AMP SERVICE 36" CLEAR OF DOOR OR WINDOW 48"H MIN. - 15" MAX. 'CONFIRMLOCATIOW GFCI CHRISTMAS LIGHT_ REGEPTAGLE5: SEE NOTE 3 1. I ARCH E 1 I 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. DRA-nN0 BY: Y WN 89 1-0686 19 ROAD GMILC, GALIICRWA 969 T9 LYNN5MITHB 20ATT.NET ENEK&Y CALCS BY: 'll 60LDEN SUN _ DESIGNS ` ` MAX RAMIREZ ADAM BIRCHARD GENERAL CONTRACTOR (530) 864-542-7 W -M THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED ,STRUCTURAL STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51ONED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. Qm� � to j J R• W N K 0 d 16 F 4 U W W K IJ\D J �w� Z VZ< W U>>x4 Y� W}O <°uJ4o 2 < Di 00 LL. Z q D�q Z Z< < .K QFQ -1 .LLi Z�' o <Kw UK ) NUJ ♦-W-D 7-7_1 = w F m o Z H 2 id �H' wJI KIj efa Z J2 < W O< <V W LU J z1_ D W l9 W p < IL LLI W 2 J Q O In < < J F w NN 4 p W K�3' JDzF W W \11<1<R' W i Z� 7DgZ�d W LLNm� H N ZZ <F- JD U W N ~2N D Z W 00 Zz W �,LLLL<111 I-Kw�Z u� w w� 1~L WIC W W _ FO <IJU W Jr W DO� W J�I� Z w W 1011 �� F W ZJ z �6' DD< d ZJd~ U d F~ Y D 43 ZO I5 zU1-1 J X wK� 20d W H ~ W 4U W 0L<NJ < -K< R/BKFO R'Q� R/w i FI F<w 6.WW �WOQJ 0z WDIL V UDz<TzJDW-H ♦- W 't W� K �2 ?NWOJ FOa<J I�JWF d0 4 K4 W_ Z2 JO0V a1ndOOK 4j F< InOJ 40<J W UI <F:I =2 F U4 .-1 <0. N F .ij2 2 d w013 IO~WJ O<uOwT 0W K2 fN W2 w� �J OJW 6.F N4� 07- ZWW WI-Ow� Jz1)L w00WOR• ezWZ diN WZ�OI <D �M �Dd Kl9 = "LL UX O H UlX JN F~ = uiLL o YIL F 1d6:dW ZaHBO 5IJLQWON i�jJU 60 IDWWO O U Z LL 'D ;\�4 > �~ JDLLUX >vO;J W NI<20 ;d6�jK0< DL J-1LU UOIOL1i Jj �4 .Y UU <2 4D0 W « z .0 NIZ2LLluuKNz=�K�V xU w R' J< W KzJZIUJ .Q• J J� FU 3.„W mX WW Z u:» K_ w �F ZR• W 2 u Q'<ij S�JLL KF 2<V W4 JlU HD F I q�- J2 0m1nw Q K < Ew Q 0� HUIz W U ~ TJX �� W _ ��UUIg 2 201«0 011-E� dW�U;r K 0> dW a DD- Z WII UO _1J ZW2KOD 4iUQ,Z>LL'DNU IUWW-W < D 0 Ju0 W WF. X_-.10 0V rv� 1 J1N UJ FJawj 413 W d WJJOv K �' WW2 J0] QUf N WWO Wz F1-0 J > m,�K V LU FO Y z ��\ W <�rJ 1nz HO 0� LL\R' J�uXX F Yu.JKW �OKi;p J 2Y_WWw �D ...0 .w- wn� w0-1 U7 •LLWz 'a0K<40uiz0Y<Z-1 Z u~<W,< Yt= zX F-x,IL.-F w\ ; ��m �F O 2 aM1C,J <-< KJ I"'XJ6:d NO< 2 2 Y`T0z� u< Z0iIU_ w YK� 'OuJuF ilYd um N 7040 -10~n< 1 w u X< t u6 w U D W 0 IVO (i0 Qj�0�i 0� 2 U-, U� z Id I wry 7K0 W z415C11)< ZJw ImWKUOJ< 6! 40 �6 2<�z m dG W ry 0 a. wa U7< » 6712 OV X N KmZgd 06:�J-: <04xY iZj WYf _4W JFZ L1 Q uDOa -j2 w W Iji I_: 1nF W OJa <wK�� > O =U W NN>�O <K 2 W >� 0 ��W OD � W W OKu D� °Tun D<W J«U z2Qpw JLLI J W W WmF>UZ4gU zw0w2Jz0<IruW2W ID K 2 w aKe w� ILLJ ud 0�mid 010m< KG�UQ Amy K jOOWW« D� KwE UZI Y N I Q W I- <q UO JLLDH ���WS ry ry <<<2~ ;'DiW4 NiLL1��w w0uKu2 T_ <OZI 2 J 2z 2• < .pJ 4< 2LL••° Wu<z� 6 -F -24W �DZ�NW7NJWNFUD 0Z<zFZY<pJdljz w w u ui LL WX+ WN ZO UUII I'_ u� ObDJ� 0-4 u �2U1706_' pu H <MdozO �J>~_OW0 �. w<F JLL 2 N I W C,UJ > IUH �wOHLL U jNNCI ~� zW i LL Z:0 U JZU2D D4UOLLgzWZWJ� < U<I<Wz<60u1m0 e- K Z <0 JR�IF ��� OKLLIVW 02 x rv2 U, VN ooNO OJVOJ W \ O X W (D W WU�N2 <2 LU NO< KZ,v m 707 Z OU 06JUZ m 2 MT U UU11LL U= sD XW OJ 4) 4J 1aD qo 4 W N U N� K Ul R, DE Ln 4 LLK U UN W 0 LL In U U ry M mU > r E N (1� {fT e 0 0 O O O V V V O b 0 � s�1 V 01R C7(�II F. .0 0- HVO_. GD A E oc T ML .....r� O l.M.�•..•...."••../ C. O O O --www/ O O 0 OO ❑ N R ® C6 l� CSE ^t� T"' yR1�- Ile,' R� IC(I�� 3DM K� 3ER OO o o O o O ® ��.ff11 W 0 FT -el s C5N n� (D- Dui ��{_7� zyO G V H El ❑ ❑ (DO j� (r i � 10 1"U ADAM BIRCHARD - GENERAL CONTRACTOR (530)864-5427 CELL EMAIL ADDRESS: AdamoBlrchardGonstruction.com ><.�v>rr 1 ^1..�E , • -.yn� Lvn�; NOTE: SEE NOTE 4. _ _ LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES t THEIR ACCESSORIES TO _ IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING t BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. SCALE: 1/4"- 1 •-O" ELECTRICAL_ SHALL_ BE INSTALLED PER THE 201 3 G.E.G" ALL AREAS: 1.) REFER TO THE MANDATOR"EA5URE5 FOR RESIDENTIAL LIGHTING MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEC, ART. 2 10.1 2 (B). 3.) RECEPTACLES:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT REGEPTAGLE5. 5EE GEC ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MILAR OPENINGS SHALL HAVE A RECEPTACLE. CEG ART. 210.52 (A). 5.) LAMP.HOLDER5, ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEG SECTION 514.2 S. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER GEC SECTION 5 14.21 (A) t (D). 6.) WHOLE MOV5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) CEILING FANS W/LIGHT: FLOUR5CENT W/ SWITCH OR INCANDESCENT W/ DIMMER SWITCH. MAINTAIN 36' CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTAT $:_ SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) XHAstS, 199` PROVIDE A MIN, OF 50 CFM FAN$ (20 GFM FOR G_ON_TINUOUS VENTL-ATIONINITH.BACKD.RAF.F(2AMPERriAT-ALLEXHAU5T FANS. �J 10.) riR VIDE STUB FOR LANDSCAPE LIGHTING t IRRIGATION TIMER.'(CONFIRM) 1 1.) MAIN ELECTRICAL-5ERVICE- PROVIDE 200 AMP. VERIFY LOCATION OF MAIN t SUB PANEL. KITCHEN, PANTRY d DINING AREAS: 12.) KOH€N116HTIN(5,: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY A5 DEFINED IN TABLE 150-C. 15.) ISLAND OR PENINSULA: PRO VIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CEG ART. 210.5 2 (C) (243) AND ART. 2 10.8. 14.) SMALL APP_LIANGE-aIRCUIT5: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART, 210.5 2 (B). 15.) COUNTERTOP1iECEPTASL€S IN THE KITCHEN AND DINING ROOMS SHALL BE INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. LAUNDRY d UTILITY ROOMS: N t T ITY R M R PT T: SHALL BE SUPPLIED BY AT 16.7 LAU .DRI V._.- 9�SCEACLE OUTLETS: LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER GEC, ART. 2 10.1 1 (G) (2). 11J DRYER OUTLET_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEC. 1.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 221 89 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 J, PHONE: (530) 321-1242 CELL F� EMAILADDRESS: MaxtGadMamaXom BEDROOM: 1 eJ SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM t ON EACH FLOOR OF THE DWELLING. SMOKE/CARBON_MONOXIDEALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE t CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE t CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENSOR SMOKE ALARMS. 1 9J CLOSEIS LIGHTS: PER G.E.G_ BATHROOMS: 20.) BATtROOMRECEPTAGLE_OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEG ART. 2 10.1 1 (C) (3). 21.) BATHROOM. LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A •MANUAL ON - AUTO OFF' OCCUPANCY LIGHT SWITCH. 22.) LIGHT FIXTURES IN -TUB OR 5H_OWER_ ENCLOSURES: TO BE LABELED 'SUITABLE FOR DAMP LOCATION' PER GEC ART. 4 10.1 O (A) t (D). 23.) BAT14ROOMS-1EGHANI(:,AL-r:XHAV5TT-EANS: A.) FAN55HALLZ"NERGX-STAR.GQMPLIANT-ANQEEDULTED TO TERMINATE OUL5IDETHEbUILP4NC-_ B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH HAtt eE-REAMLX.A_(GGE55IBLE. CJ UMIDI5TAT CONTROLS $H� BE CAPABLE OF ADJUSTMENTS BET N-A_RELATIVE HUMIDITY RP NGE OF 50% TO 80%. BATHROOM NOTE.- FORTHE PURPOSES OF. THIS NOTE, A BATHROOM 15 A ROOM WHICH CONTAINS A BATHTUB, SHOWER.OR TUB/SHOWER COMBINATION.. _...., 24.) WHOLE BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, A5 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING: A.) A MINIMUM CFM RATING OF 15 CFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION t FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED. 25.) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. GARAGE: 26.) GARAGE ARE REQUIRED TO BE GFCI PROTECTED. LIGHT 5WITGH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. 27.) GARAGEFIREWALL: PROVIDE A 24"SEPARATION BETWEEN REGEPTAGLE t 5WITGH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE ACCEPTABLE. 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'. EXTERIOR: 297 EXTERIORRECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL SE WP/GFCI PROTECTED. CEG ART. 210.8(3). 50.) OUTPOOR.LIGHTNG: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 19 ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 6 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) 31.) CHRISTMAS LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SWITCHED t FRONT DOOR - WP/GFCI PROTECTED. 92.) HVAC C.ONDJ)NM PROVIDE 220V ELECT. DISCONNECT W/ 50•X50• CLEAR WORKSPACE t 1 10V WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC: 53.) PROVIDE LIGHTS, SWITCHES AND REGEPTAGLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED. IN ATTIC. 383 RIO LINDO AVENUE •200, GHIGO, GA 95926 (530)592-4407 WORK EMAIL ADDRESS: RylandtSummltChlco.com CHR 15 T_MA5 L I G H_T_RECE PTAGLE 5: SEE NOTE 3 1. LV Vl-lL Y L.I� 1 ILTZ 1 IV 1� 1\/� 1 V SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 4 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - -10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300 CFM NUMBER OF KITCHENS - 1 DUCT 51ZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 CFM WHOLE HOU55 FAN DUCT 51ZE - (2) 1 6 INCH MAX, ALLOWABLE DUCT ENCGT�IO LIMIT Qfan - FAN FLOW RATE (Cfm) Afloor - CONDITIONED FLOOR AREA Nbr -_ NUMBERQF 5EDROOM5IMIN 1) Qfan - (0.0 1 X Afloor) + (-7.5 X (Nbr + 1 )) Qfan - (34.2) + (1.5 X (5+ 1 )) Qfan - 34.2 + 45.0 Qfan - "19.2 (ROUNDED TO_T1__rF_M) PERMIT# S -P ISE BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE PAT;; �-/'6.___ -BY�_ EXTERIOR RECEPTACLES: SEE NOTE 29. WP GFCI HVAC-COND. UNIT: SEE ELECTRICAL NOTE 52 t ENVIRONMENTAL QUALITY NOTE 17. ELE(:.T.SEl ICE 200 AMP SERVICE 36" CLEAR OF DOOR OR WINDOW 48"H MIN. - 15" MAX. 'CONFIRMLOCATIOW GFCI CHRISTMAS LIGHT_ REGEPTAGLE5: SEE NOTE 3 1. I ARCH E 1 I 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. DRA-nN0 BY: Y WN 89 1-0686 19 ROAD GMILC, GALIICRWA 969 T9 LYNN5MITHB 20ATT.NET ENEK&Y CALCS BY: 'll 60LDEN SUN _ DESIGNS ` ` MAX RAMIREZ ADAM BIRCHARD GENERAL CONTRACTOR (530) 864-542-7 W -M THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED ,STRUCTURAL STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51ONED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. z 00 �< x� Q-� W CL uJ LU xw Q�� �y0 ~ V J Ll VSO Lu LIVABLE: 2394 5gFt 1 ST FLR 1_021 5gFt 2ND FLR 5415 SgFt TOTAL GARAGE: 1008 SgFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 SgFt REAP- 510 EAR51O 5gFt TOTAL DATE: -7/20/2016 50ALE: SHOWN 19H112IRI.Y REVIEWED FOR CODE COMPLIANCE SHEET AUG 0 4 2016 TRE3 AND ASSOCIATES O COPYRIGHT 201 5 G:\Users\Lynn\DOLUMents\Chief X8 Plans\Adam Birrhard Residence\Birchard ResldenGelayout LYNN SMITH - DRAFTING ADAM BIRCHARD I, y 1' SYCAMORE VALLEY ROAD, (530) 864-5421 CELL 't'1 GHIGO, GA 95915 EMAIL ADDRESS: AdamoBirchardConstructlontom <... (530) 891-0565 WORK Qm� � to Lo r 6 = z 946- V0 O VOr Z LL" ' Q CJo 0 < lu U 13 W/ pr 1L. 7-7_1 = w �0luS o� wQz tu Q W W p < IL IL Q O In < ' w A=N j < z 00 �< x� Q-� W CL uJ LU xw Q�� �y0 ~ V J Ll VSO Lu LIVABLE: 2394 5gFt 1 ST FLR 1_021 5gFt 2ND FLR 5415 SgFt TOTAL GARAGE: 1008 SgFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 SgFt REAP- 510 EAR51O 5gFt TOTAL DATE: -7/20/2016 50ALE: SHOWN 19H112IRI.Y REVIEWED FOR CODE COMPLIANCE SHEET AUG 0 4 2016 TRE3 AND ASSOCIATES O COPYRIGHT 201 5 G:\Users\Lynn\DOLUMents\Chief X8 Plans\Adam Birrhard Residence\Birchard ResldenGelayout LYNN SMITH - DRAFTING ADAM BIRCHARD I, y 1' SYCAMORE VALLEY ROAD, (530) 864-5421 CELL 't'1 GHIGO, GA 95915 EMAIL ADDRESS: AdamoBirchardConstructlontom <... (530) 891-0565 WORK U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner, SECTION A- PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. ADAM BIRCHARD 1. )lac "' A2. BuildingStreet Address (including t. Unit Suite and/or Bldg. No.) or P.O. Route an d Company NAIC Number: N CONTROL, APN 040-170-155 FOR ZONE AO AND ZONE A (WITHOUT BFE) City State ZIP Code DURHAM California 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-170-155 Ad. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N39.64698 Long, W121.78803 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2,394 sq It b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 2,400 sq in d) Engineered flood openings? N Yes ❑ No A9. For a building with an attached garage. a) Square footage of attached garage WA sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade NiA c) Total net area of flood openings in A9.b NiA sq in d) Engineered flood openings? N Yes ❑ No SECTION 13- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State BUTTE COUNTY 060017 BUTTE California 64. Map/Panel B5. Suffix B6. FIRM Index 67. FIRM PanelJA0 Flood Zone(s) 89. Base Flood Elevations) Number Address Date Effective/ • � (Zone AO, use Base city State ZIP Cade ORL4ND California 95963 Book 40, Page 17 Revised Date 630-8&5.4194 Flood Depth) 0600700520 E MINIMUM FLOOR ELEVATION, JANUARY6, 2011 2 610. Indicate the source of the Base Flood Elevation (FIFE) data or base flood depth entered in Item B9: ❑ FIS Profile N FIRM ❑ Community Determined ❑ 00-1er/Source: 811. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 p NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: 0 CBRS ❑ OPA FEMA torn 086-11I (7115) ELEVATION CERTIFICATE Replaces at previous editions. Form Page 1 of 6 OMB No, 156 8 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt„ Unit, Suite. and/or Bldg, No.) or P.O. Route and Box No- Policy Number: APN 040-170-155 1. )lac "' city State ZIP Code Company NAIC Number DURHAM CA 94938 CONTROL, SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E, -E5 if the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, Band C- For Items Et -E4, use natural grade, if available. Check the measurement used, In Puerto Rico only, enter meters, E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0.0 N feet ❑ motors N above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0.4 fit ❑ meters N above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A items 8 andtor 9 (see pages 1-2 of Instn)ctions), the next higher floor (elevation C2.b in the diagrams) of the budding is 3.0 ® feet ❑ meters N above or ❑ below the HAG, E3, Attached garage (top of slab) is NIA ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery andtor equipment 3, 0 servicing the building is IR feet ❑ meters N above or ❑ below the HAG, E5. Zone AO only: If no food depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown, The local official must certify this Inforambon k1 Section G. SECTION F -PROPERTY OWNER (OROWNER'S REPRESENTATIVE) CERTIFICATION r A (without FEMA -issued or The r or owner's authorized representative who completes Sections A 8 and E for Zone ou a E property T owrna repr p { p knowledge, cummuntTy-issued SFE) or Zone AO must sign here. Tthe slat_m_nt"r in Sections A, B, sort E are curtBrt to the best of my Property Owner or Owne 's Authorized Rearesentative's Name LESLIE COKE Address City State ZtP Code 1155 HOFF WAY #204 ORLAND Catifonia 95963 Signature � / Date Telepthone 07.11-2015 530.865-4194 Comments ❑ Check here if attachments, FEMA Form 086-0.33 (7115) ELEVATION CERTIFICATE OMS No.16W-Me IMPORTANT: In these spaces, copy tate corresponding Information from Section & FOR INSURANCE COMPANY USE Sulding Street Address (including Apt., Unit. Suite, andtor Btdg. No.) or P.O, Route and Box No, Policy Number. APN 040-170-155 1. )lac "' city State ZIP Code Company MAIC Number DURHAM CA 95938 CONTROL, SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: N Construction Drawings' ❑ Building Under Construction• ❑ Finished Construction 'A new Elevation Certificate w£H be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with SPE), AR, AR/A, ARtAE, ARIA1-A30, ARIAH, AR'AO, Complete Items C2.a-h below according to the building diagram specified in Item A7. in Puerta Rico only, enter meters, Benchmark Utilized: NIA Vertical Datum: NIA Indicate elevation datum used for the elevations in items a) through h) be#ow. ❑ NGVD 1929 ❑ NAVD 1988 9 Othertsovrew Datum used for !wilding elevations must be the same as that used for the SFE. Check the measurement used. a) Top of bottom floor (including basement crawlspace, or enclosure floor) ❑ feet ❑ meters b) Tap of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building ❑ feet ❑ meters (Describe type of equrr)"rlt and location in Comments) I) Lowest adjacent (finished) grade next to building (LAG) ❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of duck or stairs, including ❑ feet ❑ meters structural support SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate tepresenrs my best efforts to interpret the data avallable_ t understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section lot),. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ❑ No ❑ Cheek here if attachments. Gertifior°s Name License Number ❑ Check here If attachments. LESLIE COKE LS 5712 p TA)e LAND SURVEYOR cd F1aUe Company Name PRECISION SURVEYING Sea Address 1165 HOFF WAY #204 u� • � res.�am na. irogiaW',)�•la",•mtl b. •, °"b1nro1An city State ZIP Cade ORL4ND California 95963 Book 40, Page 17 Signature' � Date Telephone -� 1'l � 0711112016 630-8&5.4194 Copy all pages of this Eievaton Certificate and all attachments for (1) community official, (2) insurance agerrttcompany, and (3) building owner, Comments (including type of equipment and location, per C2(e). if applicable) A NAIL iN A LARGE OAK TREE SOUTHWEST OF THE BUILDING PAL? (ABOUT 3 FEET A13OVE GROUND) IS SET FOR THE MINIMUM FLOOR ELEVATION, _ _ uy k• • ,ui navlaces air previous eortlons. ELEVATION CERTIFICATE Form Page 2 of 6 OMB No, 1660-0008 Expiration Date: November 30, 2018 INRANf+APANY SE IMPORTANT. In these spaces, copy the cormsponding Information from Section A. FORSL CE CO U Building Street Address onciudtng Apt., Unit Suite, andtor Bldg, No.) or P,O. Route and Box No, Policy Number: APN 040.170-155 1. )lac "' City State ZIP Code Company NAIC Number DURHAM CA 95938 CONTROL, SECTION G - COMMUNITY INFORMATION (OPTIONAL) The loot official who is by taw or ordinance lo administer the commun£iys floodplain management ordinance can compiete Sections A, B, C (or E), and G of this Elevates Certificate. Complete the applicable items) and sign below. Check the measures nt used k1 Items GS -G10• in Puerto Rico only, enter meters. G1, ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorizc+d by law to certify elevation Information, (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a budding located In Zone A (without a FEMA4ssued or commundy4ssued 8FE) or Zone AO, G3. ❑ The following information (items G"l0) Is provided for community floodplain management purposes. G4, Permit Number G5. Date Permit issued G6. Date Certificate of STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED • CompiiancefOccupancy Issued G7, This permit has been issued for ❑ New Construction ❑ Substantial Improvement Gil. Elevation of as -built lowest floor (including basement) F1 fee, ❑ meters of the building: Datum G9, 8 FE or (in Zone AO) depth of flooding at the build" site: ❑ feet ❑ meters Datum G10. Cornmundty's design flood elevation: F1 feet E) Meters Datum Local Offiraak`s Name Title Community Name Telephone Sitgrtature Date Comments (including type of equipment and location, per C2(e)• if applicable) ❑ Check here If attachments. Replaces all previous editions, Form Page 3 of 6 FEMA Form 086-0-33 (7115) Replaces all previous eddions, Form Page 4 of 6 T �-4 0 "--8, � 1� P TN. SEC. 29, T21 N, R2E, M.D.B. &M. 16 NB9'08'00'E gg ffi 61 O IAc 26.73Ac N O 13B 54 52 ]3 34 £ m 3 4.2BAc : 4.644c 43Ac 4.50Ac s3Jac - z714� 91 136 yp4 3.46Ac oENZ 1), 2i 66 L 53) \ 5 44 J 144J45 43 SRC 5.22Ac 1.I6Act ?� 150 \ Isl ' sz 6.86AC 5Ac 4.54Ac ID 33.00Ac -"Ac \ 1.50Ac 140 \ 14] 5.95Ac 62 28 9.554c 15.27Ac O U 2! 721c $ I .Eba< 40-17 33 J I.BOACt\- 72 • 1. )lac "' • /.SIA 3.12Rc E31.10 CONTROL, _ 77, 384-• 2) � w FORGASTED. / ))ac )3ac GLEANED UP AT THE END OF EACH WORK DAY. 41P �i $ 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE L72ac STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED • RAIN EVENT. 3!364 231 2)3.39 R - MLLE n HIGHWAY ADJUSTED ACCORDINGLY AS THE SITE CHANGES 6 AFTER 53 157 9.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. as 49 78 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. t CREATEDCREHA IED 07-07-20D6 39ac! ,.a 4-•^-v- i -awm- ^ e �n•e r•v-lr OQv -03-2012RENSLO BY Bi RED N07 ntE NAME 40-17 EFFE"VE 2V12-13 ROLL Butte County Assessors Map • � res.�am na. irogiaW',)�•la",•mtl b. •, °"b1nro1An 26 Book 40, Page 17 DURHAM STATE LAND SETTLEMENT, 8 M.O.R. 16 '"iO1 1oiai'+i1^'"''"• con a<e a m< a ll< coral A99<990 9 our« syr 9 p Y -VWYY Y VYYYY NOTE: FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. NOTE: ELEVATIONS ARE BASED ON HU6HE5T ADJACENT GRADE (HAG) 4 LOWEST ADJACENT GRADES (LAG). LPEOUIREPP TP F BOTTOM FLOOR (INCL CRAWL5PAGE): 0.01 ABOVE HAG FBOTTOM FLOOR (INCL CRAWLSPACE): 0.4'ABOVE LAGF NEXT NIGHER FLOOR: 3.0 ABOVE HAG ST ELEV OF MACHINERY: B.O'ABOVE NAGA NAIL IN A LARGE OAK TREE SOUTHWEST OF THE BUILDING BOUT 3' ABOVE GROUND) I5 SET FOR THE FINISHED FLOOR ION.'OTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 T ABOVE GRADE.ISHED' GONSTRUGTION FLOOD ELEVATION CERTIFICATE 15 UIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. AP# 040- 1 -TO- 1 5 1.80 ACRES I • GRADING:. 1 ' • GROUND IMMEDIATELY ADJACENT TO THE • FOUNDATION SHALL BE SLOPED AWAY FR�jOMTHE {'� II WITHBUT THE FIRST 10'(5% 5\ENG AT A SLOPE OF 9 (E) GRAVEL O� 27K • TEMP TA- DRIVEWAY o� /UO�ODD�DO DO �oO�O�o�o• ION 0 0 I D COVER BARE "0 C 0 0 0 o D w/ 0 SOILS b Q t�7 U STRAW // No SOILS / /� " - 64- �i/F rvA A5 5 Rei OD PROPOSED �O ��Q�� ODa 0 STOCKPILE o. Q�� 4; RESIDENCE o 0o DOGOQ� / NG/P INTiv I ASH U .- O R ONG. A 0 Ar Ee / • 0 - LOPE- D SEPTIC 3 LEACH FIELD: le r4 ve•} Q AS PER BUTTE COUNTY HEALTH oo�� 0 DEPARTMENT REQUIREMENTS. ELECTRICAL_ r�I ` ICE: CONNECT O ELECTRICAL ERVIQEE' ?ODD00D0 ���D 0000000 ���0�� 1 'LROPERTY-OWNER: ADAM t MARI JEANNE BIRGHARD 24 14 FLORIDA LANE, DURHAM, GA 95938 PHONE(550)564-542-1 CONTRACTOR: BIRGHARD CONSTRUCTION 2414 FLORIDA LANE, DURHAM, GA 95938 PHONE(550)864-5429 5ITE-APPRF-55: NONE A5516NED CONSTRUCTION PERIOD: APPROX START: 9/ 1 5/2016 APPROX END: 9/15/2019 SII NORTH 5(SALE: 1"- 40'-1 2594 SOFT RESIDENCE 1008 SOFT GARAGE 510 SOFT PORCH 59 12 SOFT TOTAL '18,499 SOFTLOT 4.98% LOT COVERAGE GA REEN NOTE: TE: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION i RETAIN SOIL RUNOFF ON THE SITE: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. G.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION AND �VISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. PERMIT # 19 i t> ` ) 2131�-7 __- \ \ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ARCH E 1 50"x42" WHILE EVERY ATTEMPT HAS 1 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. APT- 6r: (890) 89 1 -0586 19 YGAMORL VALLlY ROAD GMI00, GALTCI•W A 9 6 9 9 9 LYNN Swri HS ZaATT.NET ENERGY GALG5 BY: ``,'�• 6OLDEN SUN _DE516NS A `` MAX RAMIREZ ADAM SIRCHARD GENERAL CONTRACTOR (550) 864-5427 '. N THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. \ EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING • A BUILDING PERMIT OR GRADING PERMIT. • 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION zjv CONTROL, Q 5*) • 9,) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH t APR. 1 5TH, OR WHEN RAIN IS w FORGASTED. / 4.) SOILS TRACKED OFF 51TE INTO STREETS SHALL BE \ GLEANED UP AT THE END OF EACH WORK DAY. Q 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE ' STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED • RAIN EVENT. • 6.) THE EROSION CONTROL PLAN SHALL NE RE-EVALUATED I ADJUSTED ACCORDINGLY AS THE SITE CHANGES 6 AFTER RAIN EVENTS. Alli040-1-10-15(o - / 9.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. t TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW d SUBJECT TO FINE. v -_- • � ��t1��lI�Q� �0�(l�An AP# 040- 1 -TO- 1 5 1.80 ACRES I • GRADING:. 1 ' • GROUND IMMEDIATELY ADJACENT TO THE • FOUNDATION SHALL BE SLOPED AWAY FR�jOMTHE {'� II WITHBUT THE FIRST 10'(5% 5\ENG AT A SLOPE OF 9 (E) GRAVEL O� 27K • TEMP TA- DRIVEWAY o� /UO�ODD�DO DO �oO�O�o�o• ION 0 0 I D COVER BARE "0 C 0 0 0 o D w/ 0 SOILS b Q t�7 U STRAW // No SOILS / /� " - 64- �i/F rvA A5 5 Rei OD PROPOSED �O ��Q�� ODa 0 STOCKPILE o. Q�� 4; RESIDENCE o 0o DOGOQ� / NG/P INTiv I ASH U .- O R ONG. A 0 Ar Ee / • 0 - LOPE- D SEPTIC 3 LEACH FIELD: le r4 ve•} Q AS PER BUTTE COUNTY HEALTH oo�� 0 DEPARTMENT REQUIREMENTS. ELECTRICAL_ r�I ` ICE: CONNECT O ELECTRICAL ERVIQEE' ?ODD00D0 ���D 0000000 ���0�� 1 'LROPERTY-OWNER: ADAM t MARI JEANNE BIRGHARD 24 14 FLORIDA LANE, DURHAM, GA 95938 PHONE(550)564-542-1 CONTRACTOR: BIRGHARD CONSTRUCTION 2414 FLORIDA LANE, DURHAM, GA 95938 PHONE(550)864-5429 5ITE-APPRF-55: NONE A5516NED CONSTRUCTION PERIOD: APPROX START: 9/ 1 5/2016 APPROX END: 9/15/2019 SII NORTH 5(SALE: 1"- 40'-1 2594 SOFT RESIDENCE 1008 SOFT GARAGE 510 SOFT PORCH 59 12 SOFT TOTAL '18,499 SOFTLOT 4.98% LOT COVERAGE GA REEN NOTE: TE: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION i RETAIN SOIL RUNOFF ON THE SITE: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. G.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION AND �VISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. PERMIT # 19 i t> ` ) 2131�-7 __- \ \ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ARCH E 1 50"x42" WHILE EVERY ATTEMPT HAS 1 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. APT- 6r: (890) 89 1 -0586 19 YGAMORL VALLlY ROAD GMI00, GALTCI•W A 9 6 9 9 9 LYNN Swri HS ZaATT.NET ENERGY GALG5 BY: ``,'�• 6OLDEN SUN _DE516NS A `` MAX RAMIREZ ADAM SIRCHARD GENERAL CONTRACTOR (550) 864-5427 '. N THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. \\ d) Q(1) U) T In 94- = z0 w o V O zjv sisF�- LL I Q I IU o 0 w z (� Q V } Q iL� = LU AP# 040-1 -10-006 X O F - Q-• } Lo Q V X O '`I.W Q Q Q \\ CODE �/ I COMPLIANCE DATE�� 16 --- . BY_JK Q V } AP# 040-1-70-15'1 AP# 040-1 -10-006 AP# 040-1 70-042 LL rL Wto Q v -_- <13 AP# 040-1 70-055 I Wal $I syr 9 p \ I- < N tu Hn. .Y n J L W d V to I I \ \ 239 5BLE T FLR. i 02.1 SgFt 2ND FLP. X 5415 5gFt TOTAL GARAGE: _ Q/ I I \ \ 1008 SgFt CL COVERED PATIO: + 285 SgFt FRONT - _ - - - - - ' 80 SgFt BREEZE _------------------- �_45.5gFtREAR ------------------------- 510SgFtTOTAL _ 166.ea D U R H A M D A T O N _ H I G H W _ _ _� DATE: � BB'4" N90'E 5BD'4,'Yi •7/20/201 ------------ SCALE: ��--------- SHOWN ------ to-Ww 2 87(ony REVIEWED FOR CODE COMPLIANCE SHEET \ AUG 0 4 2016 TRED AND ASSOCIATES O COPYRIGHT 2015 ADAM BIRGHARD - GENERAL CONTRACTOR �.A j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\U5er5\Lynn\Document5\Chief X8 Plans\Adam BlrGherd Residence\Blrohard Residence.layout 'r LYNN SMITH - DRAFTING (590) 664-5429 CELL 22189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 .� 383 RIO LIN00 AVENUE •200, GHIGO, GA 95926 ADAM BIRGHARD I • 1 Ike„ M 14 q SYCAMORE VALLEY ROAD, O�PHONE: (530) 521-9242 CELL (590) 592-4409 WORK (530) 864-5429 CELL Y 'ri'l'l CHICO, GA 959-19 EMAIL ADDRESS: Adarne9 rchardr-onstructlon.GOm .. t EMAIL ADDRESS: R landeSulnmitGhlao.conl EMAIL ADDRE55: Adam®BlrchardGonstructlonzom •• (590) 89 1 -0585 WORK t EMAIL ADDRESS: Max®Gad iama.com y 7-7 l i A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0", C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 8-2 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR:1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.612, S1= 0.271 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.535, SD1= 0.336, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 10.2 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 1 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE RISK CATEGORY: II C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE FLOOR 40 PSF 1 rE)SNOW: NOT APPLICABLE ABBREVIATIONS AB ANCHOR BOLT K ADD'L ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT D1 DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/O JT JOINT PERMIT# - - &'/4-1338 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 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -� DATE c�5 —gY ��1— REVIEWED FOR CODE COMPLIANCE AUG 0 4 2015 TRB AND ASSOCIATES QOpFESS/O/V' C P F �No. 75688 * 6/ 0/18 J] CIVIL gTFOF CAO\ 7/19/16 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 5/04/16 U NTS z� RKB W Q C =U W z , pC o 2 Q QQ >- I= 0 < i. r0 U D re REVISIONS: /1\ PC#1 7/19/16 DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-186 SHEET: SIN WATERPROOFING AND DRAINAGE BY OTHERS WHERE REQ'D WATERPROOFING AND TS18 STRAP AT DRAINAGE BY 48" O.C. TO OTHERS WHERE REQ'D WALL FRAMING E.N. SLOPE TO DRAIN PER ARCH WHERE REQ'D r- TS18 STRAP AT 48" 2X SOLID 5E.N..C. TO WALL BLOCKS FRAMING 2X BLOCK AT 48" O.C. TYP. TF MTL HGRN_2X SOLID BLOCKS CONT. 2X6 SLOPED AT BALLOON STUDS BALLOON STUDS RAFTER PLANE W/(3) AT 16" O.C. U.N.O. AT 16" O.C. U.N.O. 16d PER WALL STUD CONT. 2X LEDGER WITH (2) 1/4- DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL 20 NO SCALE SHEAR PLY AND NAILING PER PLAN EN STRAP AND COMP POST PER SCHED. N SHEAR PLY AND NAILING PER PLAN STRAP PARTIAL PLAN SHEAR PLY AND NAILING PER PLAN HOLDOWN AND POST PER SCHEDULE \--EN`-SHEAR PLY AND NAILING PER PLAN HOLDOWN PARTIAL PLAN TYPICAL CORNER HOLDOWN/STRAP DETAIL F16 S D 1 NO SCALE S D 1 FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131') EN AND NAILING 3 - 3" X 0.131" NAILS TOE NAIL PER PLAN 3 - 3" 14 GA. STAPLES I- +- ± -+ 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2' X 0.131") _EN, 6X8/6X1O/6X12 2 - 3' X 0.131" NAILS TOE NAIL EACH END TYP+ 2 - 3' 14 GA. STAPLES + I I I 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135') AT 16" O.C. I+ 1 1+1 1 3 X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL I I 3" 14 GA. STAPLES AT 12" O.C. lel II II SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16' O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16' O.C. O.C. CENTERED ON OPENING. WRAP w II+I 4 - 3" 14 GA. STAPLES PER 16' I I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162') I I 3 - 3' X 0.131" NAILS END NAIL I°I II II 3 - 3" 14 GA. STAPLES MULTIPLE WINDOWS WHERE OCCURS 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH 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 GENERAL 2 - 16d COMMON (3 1/2" X 0.162") I BOTTOM 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 1 9. DOUBLE STUDS 16d (3 1/2' X 0.135") AT 24' O.C. HOLDOWN LL. TRIMMER/S 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2' X 0.135') AT 16' O.C. II 3' X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2' X 0.162') 12-3"X0.131"NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131') 3 - 3" X 0.131' NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. DBL 2X 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 4.) 3" 14 GA. STAPLE AT 6" O.C. II INTERSECTING WALL OR CORNER WHERE OCCURS --I 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") TYPICAL TOP PLATE SPLICE 5.) 3 - 3" X 0.131" NAILS FACE NAIL - 3 - 3" 14 GA. STAPLES TYPICAL TOP PLATE SPLICE DETAIL 7 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16' O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2' X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162') MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL - 4 - 3' 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2' X 0.162') MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2' X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131') 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8' SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. 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') CE NAIL AT ENDS AND FACE 3 - 3" X 0.131" NAILS AT 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 BOARDS 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" 1 1tOd°OR Bd° TO FRAMING) 3/4" ANDD LESS 6d' 7/8" TO 1" 8d' 1 1/8" TO 1 1/4" 1Od' OR Bd' 32. PANEL SIDING (TO FRAMING) 1/2' AND LESS 6d' 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113') No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL' 8d COMMON NAIL (21/2- X 0.131') No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/q- 4dr 3/8" 6d' a. t:ommon or Dox napm s are perttea to De urea except wners otnerwise statea. b. Nails spaced at 6 Inches on center at edges, 12 Inches at Intermediate supports except 6 Inches at supporta where spans ore 48 inches or more. For naming of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nana for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3' x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131'; 10d - 3' x 0.148") e. Deformed shank (6d - 2' x 0.113"; 8d - 2 1/2" x 0.131'; 10d - 3" x 0.148') f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128') or casing (6d - 2" x .099'; 8d - 2 1/2" x 0.113") non g. Fasteners spaced 3 Inches on center at exterior ridges and 6 Inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 Inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 Inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise marked). j Casing (1 1/2" x 0.080') or finish (1 1/2" x 0.072") nails spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. k. Panel supports at 24 Inches. Casing or finish naris spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 Inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wall sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports of roof sheathing. p. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports. TYPICAL FASTENING SCHEDULE 17 NO SCALE SD1 SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE HEADER PER PL CS16 STIR, TOP PLATE MEMBER SIZE SIMPSON HANGER TYPE PER 7/SD1 SHEAR PLY WS24/LUS26/LUS28/ LUS210/LUS210 EN AND NAILING EN HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-21F PER PLAN 16d I- +- ± -+ + +- + +- ± -+ _EN, 6X8/6X1O/6X12 HU68TF/HU61OTF/HU612TF 16d TYP+ TJI/BCI + I I I I I I I+1 NOT REQ'D LVL/PSL I+ 1 I I I 16d GLU-LAM HGLTV I I 4X6 BLK'G + I+ 1 1+1 1 TYP. ---- I I I I I lel II II F +- + - + I + -_ II SEN, TYP O.C. CENTERED ON OPENING. WRAP w II+I II 11 I I AT CORNERS WHERE THEY OCCUR. p 2'-0* I I PROVIDE CONTINUOUS STRAP OVER 3" X 3" X .229", TYP I°I II II 11+1 MULTIPLE WINDOWS WHERE OCCURS (5) 16d AT CORNER OR INTERSECTING WALL I I°I II°I) 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP - - (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL I I I BOTTOM PLATE O II I+ 1 HOLDOWN LL. TRIMMER/S 1 1+ POST PER = o PER PLAN II PLAN � aXlf=i1 M L� O KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2XB/ 2X10/2X12 WS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-21F 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X1O/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. / TYPICAL SIMPSON HANGER SCHEDULE I( NO SCALE 12 SD1 TOP PLATE PER 7/SD1 PER ARCH RAKED PLATE 1+I TYP WHERE OCCURS--,'" ; II . II = CS16 X 2X BLOCK 1+1 " FLAT, TYP I I LENGTH I I -- -+7--+ -E.N. I 1 1 TYP TOP PLATE 1 +1 PER 7/SDi I II II II WALL FRAMING I I I I PER PLAN, TYP- I+1 I+1 11 11 SHEAR PLY PER PLAN, OTHERWISE I PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 11 NO SCALE NO SCALE SD1 1/2 STRAP LENGTH NOTCH BEAM AT BEAM PER PLAN PERPENDICULAR PLATES, WHERE / LSTA18 E.S., UNO. MSTA24 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE PER 7/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN `TRIMMER/S POST PER PLAN SHEAR PLY, NAILING PER A TOP PLATE ,. PER 7/SD1HEADER KING STUDS PER PLAN A(VARY SOLE PLATE NAIL HEADER PER PLAN SPACING PER SHEAR DIMENSION A DIMENSION B. U.N.O. THICKNESS, U.N.O. WALL SCHEDULE, V-6" V-6" 12" SOLID OTHERWISE 16d AT 8" SOLE PLATE NAIL F2.5 2'-6" 2'-6" O.C., TYP PER SHEAR WALL 1 3'-0" V-0" 1/2 OPENING 1/2 OPENING SCHEDULE, TYP 1/2" MIN _ _ _ _ - _ PARTIAL PLAN AT TOP PLATE CORNER AND TEE OF SHEAR WALL TRIMMERS x 1/2" MINI_�- # MAY VARY f T i RIM BELOW ` PER PLAN -1I 1°1 I°I I 12 SD1 TOP PLATE PER 7/SD1 PER ARCH RAKED PLATE 1+I TYP WHERE OCCURS--,'" ; II . II = CS16 X 2X BLOCK 1+1 " FLAT, TYP I I LENGTH I I -- -+7--+ -E.N. I 1 1 TYP TOP PLATE 1 +1 PER 7/SDi I II II II WALL FRAMING I I I I PER PLAN, TYP- I+1 I+1 11 11 SHEAR PLY PER PLAN, OTHERWISE I PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 11 NO SCALE NO SCALE SD1 1/2 STRAP LENGTH NOTCH BEAM AT BEAM PER PLAN PERPENDICULAR PLATES, WHERE / LSTA18 E.S., UNO. MSTA24 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE PER 7/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN `TRIMMER/S POST PER PLAN SHEAR PLY, NAILING PER A TOP PLATE ,. PER 7/SD1HEADER KING STUDS PER PLAN A(VARY --E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN AT BLK'G/SILL PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. o FRAMING PER PLY AND NAILING PER PLAN PLAN WHERE OCCURS TYPICAL RIM/BLOCK NAILING DETAIL BOTTOM PLATE PER PLAN 3- 3P 3 - FTG TYPE PER F Q(3FESSifav K. THICKNESS No. 75688rr CLR� * 6/ 0/18 -° F 0 OF CALF 7/19/16 THESE PLANS HAVE BEEN REVIEWED WITH #4 FOR COMPLIANCE ONLY WITH THE E.W. ATTACHED STRUCTURAL CALCULATIONS FOOTING SCHEDULE HEADER PER PLAN FOOTING TYPE DIMENSION A DIMENSION B. U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" SOLID BLOCK IYP. 12" F2.5 2'-6" 2'-6" OPENING WIDTH F3 1 3'-0" V-0" 1/2 OPENING 1/2 OPENING HT. MIN. TO END T. MIN. TO EN PARTIAL PLAN AT TOP PLATE CORNER AND TEE OF SHEAR WALL TRIMMERS x OF SHEAR WALL # MAY VARY PER DETAIL BELOW CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L II CS16 STRAP X (10-0- + OPENING = 1°1 I°I WIDTH) LONG ABOVE AND BELOW lel II II z OPENING WITH 10d NAILS AT 2 1/16" z II O.C. CENTERED ON OPENING. WRAP w II 11 H I I AT CORNERS WHERE THEY OCCUR. p I I I•I I.I PROVIDE CONTINUOUS STRAP OVER 3" X 3" X .229", TYP I°I II II MULTIPLE WINDOWS WHERE OCCURS (5) 16d AT CORNER OR INTERSECTING WALL I I°I II°I) 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP - - (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL 111. II I°I II II BOTTOM PLATE SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 1 I`I I 11 I•I 11 II 111°1 I°I I•I I°I L A LI L1 II II 1°I I•I I IIIYP I°II.I 2.) 11 _ 11 11 J L --E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN AT BLK'G/SILL PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. o FRAMING PER PLY AND NAILING PER PLAN PLAN WHERE OCCURS TYPICAL RIM/BLOCK NAILING DETAIL BOTTOM PLATE PER PLAN 3- 3P 3 - FTG TYPE PER F Q(3FESSifav K. THICKNESS No. 75688rr CLR� * 6/ 0/18 -° F 0 OF CALF 7/19/16 THESE PLANS HAVE BEEN REVIEWED WITH #4 FOR COMPLIANCE ONLY WITH THE E.W. ATTACHED STRUCTURAL CALCULATIONS TYPICAL SPREAD FOOTING SCHEDULE NO SCALE SDI NO SCALE WALL CONTINUES WHERE ,�OCCURS PER PLAN (5) 16d FOOTING SCHEDULE HEADER PER PLAN 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 1 3'-0" V-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE SDI NO SCALE WALL CONTINUES WHERE ,�OCCURS PER PLAN (5) 16d ++ + + + HEADER PER PLAN AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" TRIMMERS PER SCHEDULE © + ® DIAMETER TiTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4 - II + NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED MINIMUM MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" STUD PER PLAN DF#2 AT 16" O.C. U.N.O. . II .. 19 11.I POST PER PLAN WHERE OCCURS MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE ,STi26 STRAP, U.N.O., w 4'-0" MAX AT (3) STORY AND TALLER 12 MAX PER DETAIL BELOW CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) FSILL H I I 7" MIN PLATE WASHER STUD DIRECTLY UNDER SPLICE, TYP. 3" X 3" X .229", TYP TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF II INTERSECTING WALL OR CORNER WHERE OCCURS --I ANCHOR BOLTS. TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL TOP PLATE SPLICE DETAIL 7 TYPICAL FNDN ANCHOR BOLT DETAIL FT� NO SCALE �Dl NO SCALE TOP PLATE PER 7/SDi STUD WALL ELEVATION KEY W HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS II BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 0 ii STUD PER PLAN DF#2 AT 16" O.C. U.N.O. . II .. 19 11.I STUD WALL ELEVATION KEY W HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS © BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) (1) UP TO 5'-0" (2) (1) UP TO 10'-0" (2) (2) UP TO 16'-0" (2) (3) TYPICAL TOP PLATE -BEAM DETAIL 14 TYPICAL OPENING STRAPPING DETAIL 10 TYPICAL STUD WALL ELEVATION NO SCALE �Dl NO SCALE S D 1 NO SCALE CORNER WHERE OCCURS CORNER WHERE OCCURS - 2 1/2" MAX. DEPTH FOR 2X4 PLATE (5) 16d NAILS AT (5) 16d NAILS AT 3 1/2" MAX. DEPTH FOR 2X6 PLATE TOP PLATE PER 7/SD1 LAPPED CORNERS, TYP--,,.,TOP PLATE PER 7/SDi LAPPED CORNERS, TYP O IA -5 1/2" MAX PROVIDE PANELS %A� MFR, 1/8 rA BLOCK AT AL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH PER 7/SD1 1 16" MAX SPACING �I I 1 1/2" MAX, TYP I I I WALL FRAMING PER PLAN, TYP -PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE L I- -n-'--FF--• GAP BETWEEN I,I°I FIELD NAIL PER AS REQ'D BY I I I I I SHEAR WALL SCHED. " MIN I 1 II II II FI I 11 (I Il II I EN PER SHEAR WALL SCHED. II II II (I AS REQ D EDGES, TYP I I I I I COMPRESSION I I I POST AS REQ'D \.SHEAR PLY PER HOLDOWN - - PER SHEAR SCHEDULE WALL SCHED. STUD I•I II II II I I I II II 1 I I'I USE3X3X STUD AT II I HOLDOWN II ABUTTING PANEL PER I°I I EDGES WHERE I it SCHEDULE REQ'D PER SHEAR I I WALL SCHEDULE- _3 II II II I 11 111 IIA II I II II I I°I - -I°� - - I-.- - SILL PLATE AND AB SIZE/SPACING PER SCHED. FOUNDATION PER PLANS MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS--� 13 TYPICAL SHEAR WALL ELEVATION 9 SDI NO SCALE SD1 PROVIDE PANELS MFR., 1/8 BLOCK AT AL 16" MAX SPACING - SOLE PLATT FASTENING SHEAR WAL L --=-n-°--�--° GAP BETWEEN I 1°1 I•I F.N. PER SHEAR AS REQ'D. BY 1 I I I WALL SCHED. " MIN. II11 11 II hl I II I 11 II 11 E.N. PER SHEAR I II I I WALL SCHED. AS REQ D. 1 CI I I11 EDGES, TYP.� COMPRESSION l I POST AS REQ'D SHEAR PLY PER HD SCHED° - PER SHEAR WALL SCHED. 'TUD °I r--USEI 3X STUD AT ABUTTING PANEL II EDGES WHERE I°I 1 REQ'D PER SHEAR 1 H.D. PER II WALL SCHEDULE 1 PER _ SCHED. LI 11 I I I 1 I SCHED 7 11 I II II 1•I ILS T= �4L ii II II II II I II II I II - -I -. _U LL 1-.- - LL SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED REVIEWED FOR FOR CODE CODE COMPLIANCE GOMPLiANCE DATE $/S/ 16 BYjF AUG 0 4 2016 TRFI AND ASSOCIATES HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE NO SCALE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE 'N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLS Q2X MUDSILL12d 0 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. RBC AT V-8" O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8' D.C. 350 AB 0 2'-9" O.C. RBC AT 1'-2" O.C. 4 42X MUDSILL 12d O 5" O.C. 8d O 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O..C°CA. 380 AB 0 V-3" O.C. RBC AT 1'-0" O Q32X MUDSILL A35 AT V-5" O.C. AB 0 1'-0" O.C. 12d 0 4" O.C. 8d O 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 490 LN3X MUDSILL I12d 0 3" O.C. 8d 0 2" O.C. 8d O 12" O.C. A35 AT 1'-0" O.C.640 AB 0 V-9" O.C. RBC AT 8" O.C. 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w U W a C =U W z . cc 0 G �a a = U Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 FOUNDATION PER PLANS MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS--� 13 TYPICAL SHEAR WALL ELEVATION 9 SDI NO SCALE SD1 PROVIDE PANELS MFR., 1/8 BLOCK AT AL 16" MAX SPACING - SOLE PLATT FASTENING SHEAR WAL L --=-n-°--�--° GAP BETWEEN I 1°1 I•I F.N. PER SHEAR AS REQ'D. BY 1 I I I WALL SCHED. " MIN. II11 11 II hl I II I 11 II 11 E.N. PER SHEAR I II I I WALL SCHED. AS REQ D. 1 CI I I11 EDGES, TYP.� COMPRESSION l I POST AS REQ'D SHEAR PLY PER HD SCHED° - PER SHEAR WALL SCHED. 'TUD °I r--USEI 3X STUD AT ABUTTING PANEL II EDGES WHERE I°I 1 REQ'D PER SHEAR 1 H.D. PER II WALL SCHEDULE 1 PER _ SCHED. LI 11 I I I 1 I SCHED 7 11 I II II 1•I ILS T= �4L ii II II II II I II II I II - -I -. _U LL 1-.- - LL SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED REVIEWED FOR FOR CODE CODE COMPLIANCE GOMPLiANCE DATE $/S/ 16 BYjF AUG 0 4 2016 TRFI AND ASSOCIATES HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE NO SCALE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE 'N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLS Q2X MUDSILL12d 0 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. RBC AT V-8" O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8' D.C. 350 AB 0 2'-9" O.C. RBC AT 1'-2" O.C. 4 42X MUDSILL 12d O 5" O.C. 8d O 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O..C°CA. 380 AB 0 V-3" O.C. RBC AT 1'-0" O Q32X MUDSILL A35 AT V-5" O.C. AB 0 1'-0" O.C. 12d 0 4" O.C. 8d O 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 490 LN3X MUDSILL I12d 0 3" O.C. 8d 0 2" O.C. 8d O 12" O.C. A35 AT 1'-0" O.C.640 AB 0 V-9" O.C. RBC AT 8" O.C. 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w U W a C =U W z . cc 0 G �a a = U Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED REVIEWED FOR FOR CODE CODE COMPLIANCE GOMPLiANCE DATE $/S/ 16 BYjF AUG 0 4 2016 TRFI AND ASSOCIATES HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE NO SCALE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE 'N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLS Q2X MUDSILL12d 0 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. RBC AT V-8" O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8' D.C. 350 AB 0 2'-9" O.C. RBC AT 1'-2" O.C. 4 42X MUDSILL 12d O 5" O.C. 8d O 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O..C°CA. 380 AB 0 V-3" O.C. RBC AT 1'-0" O Q32X MUDSILL A35 AT V-5" O.C. AB 0 1'-0" O.C. 12d 0 4" O.C. 8d O 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 490 LN3X MUDSILL I12d 0 3" O.C. 8d 0 2" O.C. 8d O 12" O.C. A35 AT 1'-0" O.C.640 AB 0 V-9" O.C. RBC AT 8" O.C. 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w U W a C =U W z . cc 0 G �a a = U Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE NO SCALE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE 'N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLS Q2X MUDSILL12d 0 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 V-9" O.C. RBC AT V-8" O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8' D.C. 350 AB 0 2'-9" O.C. RBC AT 1'-2" O.C. 4 42X MUDSILL 12d O 5" O.C. 8d O 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O..C°CA. 380 AB 0 V-3" O.C. RBC AT 1'-0" O Q32X MUDSILL A35 AT V-5" O.C. AB 0 1'-0" O.C. 12d 0 4" O.C. 8d O 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 490 LN3X MUDSILL I12d 0 3" O.C. 8d 0 2" O.C. 8d O 12" O.C. A35 AT 1'-0" O.C.640 AB 0 V-9" O.C. RBC AT 8" O.C. 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w U W a C =U W z . cc 0 G �a a = U Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com w U W a C =U W z . cc 0 G �a a = U Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 Vd sss.j Uj n j a D leU Ln a U 0. REVISIONS: 01 PC#1 7/19/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113' DIAMETER HDG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135' DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 FOUNDATION PER PLAN -MAX STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE NAND LOADS GOVERN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 SDI NO SCALE SD1 . NO SCALE SD1 FLOOR PLY AND NAILING PER PLAN E.N. PLY AT BLK'G - 1 3/4 LVL RIM WITH A35 CLIP TO SOLID BLOCK AT EACH ER TE PER 7/SDI ALL FRAMING ER PLAN D� TYPICAL TOP OF STAIR DETAIL TOP PLA W P TOP PLATE AT EACH STRINGER LSSU28 HGR., OR (2) A35 CLIPS \ EACH STRINGER 3/4" PLYWOOD RISERS WITH \ (2) 16d RINGSHANK NAILS AT EACH STAIR STRINGER ��• \ 2X TREADS 2X STRINGERS 12" O.C. MAX 2„� UNSUPPORTED SPAN = 7'-6” MIDSPAN SUPPORT AS REQUIRE NO SCALE NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN LAP 3'-0" MIN. MIN. END LENGTH WALLFRAMING 3/4" PLYWOOD RISERS WITH PER PLAN ROOF PLY AND 2X STRINGERS 12" O.C. (2) 16d RINGSHANK NAILS NAILING PER PLAN E.N� 16d MAX UNSUPPORTED AT EACH STAIR STRINGER AT 8" O.C. 2X BLOCKING AT 4'-0" O.C., SPAN = 7'-6" A (32) 16d 2X TREADS E.N. CONT. 2X6 LEDGER WITH SOLE FASTENING PER (3) 16d EACH STUD SHEAR WALL SCHEDULE, STEP COUNT 2X TREADS FJ PER PLAN, TYP 2X4 CONT. WITH (3) PLYWOOD AND C) E.N. . 16d AT EACH BLOCK NAILING PER PLAN I' WALL FRAMING E.N. PLY AT BLK'G- - a I A I N PER PLAN, TYP E.N. BLOCKING AT EACH STRINGER FJ PER PLAN/SCHED. OR FULL E.N. WITH (4) 8d TOENAIL EACH END 4 PLAN, TYP . I 2'-0" O.C. AT PT DF SILL AND PARALLEL JOIST DIMS PER AB PER 3/SD1 2X JOIST \A35 I•I , BEAM PER PLAN FNDN PER 6/SD2 CLIP AT 4'-0" O.C. I'I (3) 16d RINGSHANK NO SCALE - - NAILS STRINGER TO 41b, • �I,I _l3/4" PLYWOOD RISERS WITH _ - -II 2X4 AT EACH STUD I (2) OR CONCRETE FILLED CMU BLOCK Q� I,I 16d RINGSHANK X SHORING BY OTHERS SHEAR PER PLAN NAILS AT EACH • I 2X STRINGERS 12" O.0 STAIR STRINGER MAX UNSUPPORTED WHERE OCCURS - ........_ SPAN = 7'-6" BACKFAILL BY OTHERS,CTED TYP #4 AT 16" Q.C. EA. WAY _ NOTE: SEE DETAILS 16/SD2 AND 20/SD2 FOR ADDITIONAL INFORMATION. 20 TYPICAL STAIR DETAIL 16 TYPICAL STAIR DETAIL 12 S D 2 NO SCALE S D 2 NO SCALE ��D 2 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN LAP 3'-0" MIN. MIN. END LENGTH WALLFRAMING MSTC40 PER PLAN ROOF PLY AND (14) 16d NAILING PER PLAN E.N� 16d E.N. PLY AT BLOCKS AT 8" O.C. 2X BLOCKING AT 4'-0" O.C., 2X SOLID BLOCKING T&B, (3) 12d T.N. EA. END (32) 16d (2) MSTC52 E.N. CONT. 2X6 LEDGER WITH SOLE FASTENING PER (3) 16d EACH STUD SHEAR WALL SCHEDULE, STEP COUNT 12d AT 8" O.C. OTHERWISE FJ PER PLAN, TYP FLOOR FRAMING PER PLAN C) E.N. . E.N. E.N. PLY AT BLK'G W(2) FLOOR JOIST PER PLAN #4 NOSEBAR IN HANGER PER FLOOR JOIST PER PLAN OR PLAN/SCHED. OR FULL E.N. DEPTH BLOCKING AT o- W 2'-0" O.C. AT PARALLEL JOIST DIMS PER CONDITION TO ADJACENT JOISTS WITH BEAM PER PLAN TYPICAL BEAM DETAIL F19 NO SCALE (4) 8d EACH END �D2 BM PEI WALL PER PLY (NOT SHOWN) AT HOLDOWN POST OLDOWN POST PER PLAN ASTC40 STRAP, U.N.O. NRAP STRAP ACROSS BOTTOM )F BEAM WHERE REQ'D W TYPICAL POST -TO -BEAM ("PTB") STRAP DTL 1s NO SCALE SD2 BEAM DETAIL NO SCALE 36 U.N.O. JG 17 SD2 NOTE: USE (2) FASTENERS PER WALL SEGMENT MINIMUM. TYP NON-BEARING WALL AT 2ND FLOOR NO SCALE POST PER PLAN/SCHE MIN. END LENGTH PER SCHED 1 5/8" MIN. END DISTANCE - FLOOR TO FLOOR STRAP PER PLAN - CLEAR SPAN - 1 5/8" MIN. END DISTANCE-- MIN. ISTANCEMIN. END LENGTH PER SCHED S[ FLOOR TO FLOOR STRAP PER PLAN, WHERE OCCURS -END NAILING /SOLID SHIM FLOOR FRAMING PER PLAN SOLID BLOCK WITH (4) 16d -DOUBLE TOP PLATE PER 7/SD1, WHERE OCCURS -END NAILING -POST PER PLAN/SCHEDULE OR BEAM PER PLAN AT SIM CONDITION FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D LAP 3'-0" MIN. MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 NON-BEARING WALL 11" (14) 16d MSTC52 4X6 ABOVE WHERE OCCURS (22) 16d MSTC66 6X6 FLOOR PLY AND (32) 16d (2) MSTC52 6X6 V-5" NAILING PER PLAN (2) MSTC66 6X6 SOG PER PLAN, TYP STEP COUNT TOENAIL EACH END FJ PER PLAN, TYP 16d EACH JOIST C) PER ARCH POST BASE PER PLAN, W(2) 4" CONCRETE SLAB WITH #4 NOSEBAR WHERE OCCURS, SEE NOTE 7 FLOOR JOIST PER PLAN OR #4 AT 24" O.C. EACHWAY TYP o- W "I" JOIST BLOCK TOENAILED _ = DIMS PER T t TO ADJACENT JOISTS WITH I1=_ C (4) 8d EACH END "DEFLECTOR FASTENING SYSTEM" OR ENGINEER 1=1 11= 6" 6" ARCH " o a WALL FRAMING PER PLAN OR CONCRETE FILLED CMU BLOCK Q� �Cv� X SHORING BY OTHERS SHEAR PER PLAN APPROVED EQUIVALENT CLEAN, PROPERLY COMPPT LAP 3'-0" MAX GAP WHERE OCCURS - ........_ MIN. BACKFAILL BY OTHERS,CTED TYP #4 AT 16" Q.C. EA. WAY _ = I NON-BEARING WALL77 4" 8" 4" 75% STRENGTH l l I I„111� I I�� 1/2" ISOLATION JOINT 4 AT 12" O.C. fc = 2.5 KSIJ # # lfy-- HORIZ.,4 AT 3r CLR. ; ,I II NOTE: USE (2) FASTENERS PER WALL SEGMENT MINIMUM. TYP NON-BEARING WALL AT 2ND FLOOR NO SCALE POST PER PLAN/SCHE MIN. END LENGTH PER SCHED 1 5/8" MIN. END DISTANCE - FLOOR TO FLOOR STRAP PER PLAN - CLEAR SPAN - 1 5/8" MIN. END DISTANCE-- MIN. ISTANCEMIN. END LENGTH PER SCHED S[ FLOOR TO FLOOR STRAP PER PLAN, WHERE OCCURS -END NAILING /SOLID SHIM FLOOR FRAMING PER PLAN SOLID BLOCK WITH (4) 16d -DOUBLE TOP PLATE PER 7/SD1, WHERE OCCURS -END NAILING -POST PER PLAN/SCHEDULE OR BEAM PER PLAN AT SIM CONDITION FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11" (14) 16d MSTC52 4X6 V-5" (22) 16d MSTC66 6X6 2'-0" (32) 16d (2) MSTC52 6X6 V-5" (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d PROPERLY PREPARED SUBGRADE (PER SOILS REPORT WHERE APPLICABLE) TYPICAL STAIR -ON -GRADE DETAILS PROVIDE 6" MIN WIDTH STEM BEYOND PER 7/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOWHER OPENING REQUIRED 1/2" ISOLATION JOINT 1/2" ISOLATION PAVEMENT AND SLOPE JOINT BEYOND ELEV. PER ARCH rk SUBGRADE BY OTHERSFI r ONCRETE NATURAL o o o SLAB -ON -GRADE PER E GRADE LIN _ •I• ° O PLAN. SLOPE PER ARCH 12" MIN 1 1/2" (2) LAYERS OF CLR _ BUILDING PAPER r FNDN PER 24" X 18" UNDER FLOOR Q OFESSl0ry9 K. DO NOT LOCATE ACCESS cr_l ":�No. 75688' OPENING BELOW WALL POSTS * . 6/ 0/18 JI CiVr\- gTFOF CAL�FO� 7/19/16 X6 DF#2 AT OPENING THESE PLANS HAVE BEEN REVIEWED WITH LUS HGR FOR COMPLIANCE ONLY WITH THE FJ PER PLAN ATTACHED STRUCTURAL �. CALCULATIONS 3 1 LAP 2'-6", TYP. _ I 3 CLR (2) #4 TOP AND I a, BOTT, CONT THIS LINE OFFSET BEND TYP. / I 12„- BARS TO MATCH CONT. REINF. V-6” 5-0" l'-6" TYP GARAGE DOOR OPENING FNDN DTL g TYPICAL UNDER FLOOR ACCESS DETAIL NO SCALE SOLE NAILING PER 7/SD1 SD2 NO SCALE LSD2 Ln W LAP VERTICAL BARS 2'-0" WHERE I + + I j BARS ALIGN WITH SLAB REINF., LAP =U COLUMN PER PLAN, WHERE z . re VERTICAL BARS 3'-6" WHERE BARS Q OCCURS, SEE NOTE 7 BC POST CAP AT POSTS DO NOT ALIGN WITH SLAB REINF. TOENAIL EACH END FJ PER PLAN, TYP U C) NO POST BASE PER PLAN, 4" CONCRETE SLAB WITH WHERE OCCURS, SEE NOTE 7 #4 AT 24" O.C. EACHWAY z_ AT MID -DEPTH OF SLAB 2X JOIST T t ROUGHEN SURFACE Q A35 CLIP AT 4'-0" O.C. WETSET" PRECAST CONC. PIER, , a 1/4" AMPLITUDE 6" MIN. WALL FRAMING PER PLAN OR CONCRETE FILLED CMU BLOCK Q� 04 _ X SHORING BY OTHERS SHEAR PER PLAN _.................. CLEAN, PROPERLY COMPPT DURING BACKFILLING <�==AND COMPACTION WHERE OCCURS - ........_ DF SILL AND AB PER 3 SD1 / BACKFAILL BY OTHERS,CTED TYP • #4 AT 18" O.C. HOR, WHERE STEMWALL UNTIL SLAB REACHES N = I _- z 4" 8" 4" 75% STRENGTH 3" CLR. 1/2" ISOLATION JOINT 4 AT 12" O.C. fc = 2.5 KSIJ # # lfy-- HORIZ.,4 AT 3r CLR. x 8'-0 MIN. _ I -" _r„ CONCRETE SLAB -ON -GRADE 60 KSI EN PER PLAN. SLOPE PER 24" O.C. VERT. ARCH (2) #4 OMPACTED /FINISH GRADE a 3 6" MIN ELEV. PER ARCH CONT. BOTT. -I SLOPE GRADE 8" MIN li II WATERPROOFING mm 3" 3" MIN AWAY FROM FNDNAND DRAINAGELL BY OTHERS TYP AT 24" OC VERT, ° �8 12" TAIL L ----SPREAD FOOTING PER PLAN WHERE OCCURS #4 #4 AT 18" OC HORIZ, WHERE I= I j 12„ STEM WALL HEIGHT > 12" 8" MIN "o 3" CLR, TYP #4 CONT TOP AND BOTT " " V-3" 3" CLR, TYP it� " SPREAD FOOTING PER NOTES: 1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 12 PLAN WHERE OCCURS 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (60) BAR DIAMETERS U.N.O. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-9" MAX WALL HT). 6.) GUARDRAILS AND HANDRAILS BY OTHERS. 7.) PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. TYP EXTERIOR GARAGE WALL FNDN DETAIL SLAB -ON -GRADE AT PORCH DETAIL 3 NO SCALE SD2 NO SCALE SD2 NO SCALE S BLOCK SOLID AT ALL FRAMING PER PLAN POSTS MULTIPLE FLOOR PLY AND r -FLOOR JOISTS PER PLAN LAP STUDS AND HOLDOWNS NAILING PER PLAN 6" ON CENTERLINE OF GIRDER PT DF SILL AND SHEAR PER PLAN SOLID BLOCK WITH (4) 16d CLINCHED 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU SOLE NAILING PER 7/SD1 U Z Ln W Q I + + I j BLOCKING AT 2'-0" • =U W z . re 0 G cc Q Q � Q = BC POST CAP AT POSTS TOENAIL EACH END FJ PER PLAN, TYP U C) NO m �1 ALL LAPS (60) BAR AB PER 3/SDI SOLE NAILING PER 7/SD1 + + Ln DIAMETERS, U.N.O. PLYWOOD AND NAILING PER PLAN E.N. I + + I j BLOCKING AT 2'-0" • E.N. t GIRDER PER PLAN WITH 3) 8d TOENAILS PER FJ Q O.C. WITH (4) 8d BC POST CAP AT POSTS TOENAIL EACH END FJ PER PLAN, TYP 4X6 POST WITH (4) 16d TOENAILS TO PIER z_ • 18" MIN. 2X JOIST T t z � Q A35 CLIP AT 4'-0" O.C. WETSET" PRECAST CONC. PIER, , a o� 6" MIN. OR CONCRETE FILLED CMU BLOCK Q� 04 _ _.................. #4 AT 24" O.C. VERT, --� ........_ _ I 1 • #4 AT 18" O.C. HOR, WHERE STEMWALL `V = I _- z o HEIGHT > 1'-6" 44 MIN TYPICAL U.N.O 8" 3" CLR. 3r CLR. I -" _r„ PER PLAN NOTES: 12 #4 CONT. TOP AND BOT. 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SPREAD FOOTING PER D 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. PLAN WHERE OCCURS TYP FLOOR -TO -FLOOR ("FTF") STRAP SCHED. 14 TYPICAL CONCRETE STEM/FTG REBAR PLAN 10 TYPICAL INTERIOR FOUNDATION DETAIL 6 TYPICAL INTERIOR FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE havitV i -L) SD2 y� FOR CODE COMPLIANCE PERMI # J: Qb-!1 l� V BUTTE COUNTY DEVELOPMENT SERVICES AUG 0 4 2015 REVIEWED FOR CODE CO PLIANCE WALL FRAMING DATE �5 p� TIB AND ASSOCIATES PER PLAN BY �_„ WHERE OCCURS SHEAR PER PLAN ALL FRAMING PER PLAN ALL FRAMING PER PLAN WHERE OCCURS PT DF SILL AND U SHEAR PER PLAN AB PER 3/SD1 WHERE OCCURS BLOCK SOLID AT HD'S, SHEAR PER PLAN POSTS, AND MULTIPLE STUD PLYWOOD AND PLYWOOD AND A35 EACH SIDE OF POSTS AND SOLE NAILING PER 7/SDI NAILING PER PLAN SOLE NAILING PER 8/SD1 SOLE NAILING PER 8/SDI MULTIPLE KING STUDS, TYP EN WALL FRAMING PER PLAN NAILING PER PLAN FLOOR JOIST PER PLAN EITHER E.N. PT DF SILL AND i DIRECTION. SOLID BLOCK AT 2'-0” FLOOR PLY AND NAILING PER PLAN SOLE NAILING PER 8/SD1 FLOOR JOISTS PER O.C. AT PARALLEL CONDITION ONT. 2X RIM E.N AB PER 3/SDI I PLAN LAP 6" ON E.N. PLY AT BLKG GIRDER PER PLAN BLOCK SOLID AT POSTS , 1 1/4" LSL RIM WITH 3X PT SILL RIPPED TO FIT WITH I CENTERLINE OF GIRDER WHERE OCCURS MULTIPLE STUDS AND HOEDOWNS REVISIONS: 16d TO EACH FJ PER PLAN OR BLOCK AT 24" ANCHOR BOLTS PER 3/SDI AND WATERPROOFING, FLASHING, WITH (4) 16d CLINCHED .N. 1" MAX DEPTH NOTCH AND DRAINAGE BY OTHERS JOIST/BLOCK FLANGE O.C. AT PARALLEL FJ CONDITION. 2X BLOCK GH GIRDER Q1 PC#1 7/19/16 1 3/4" MIN. BEARING, TYP FLOOR PLY AND " HANGER AS REQ' 8" MIN. 1/2 ISOLATION JOINT 18 MIN. A35 CLIP SPACING PER SWS, 18 MIN. SLOPE FINISHED NAILING PER PLAN L BLOCK SOLID AT MULTIPLE SLAB -ON -GRADE OTHERWISE 4'-0" O.C. - -- -GRADE AWAY PROVIDE GAP BETWEEN PANELS E.N. STUDS AND HOLD DOWNS PER PLAN 6" MIN. 12" MIN. 6" MIN. AT (1) STORY, 8" FROM FOUNDATION -,-r -- -- AS REQ'D. BY MFR., 1/8" MIN. � � _._.._.. __. __..._ MIN. AT (2) STORY, U.N.O. A35 CLIP PER SHEAR WALL -_ - II E.N., TYP SCHEDULE, OTHERWISE _I I --� .__I JJ �_, _ 1 I- o 0 4'-0" O.C., TYP. FJ PER PLAN #4 AT 8" O.C. HORT� -� I N TOP PLATE PER 7/SDI = WHERE STEMWALL I in (n DATE: 5/04/16 (3) 8d T.N. PER FJ/BLOCK HEIGHT > 1 -6 8„ #4 AT 24" O.C. VERT, LB TOP FLANGE HGR #4 AT 18" O.C. HOR 04 SHEAR PER PLAN _��A . _-_ �_ ___ -_ SCALE: NTS •r and �_ N o0 WHERE OCCURS - METAL FLASHING 3" CLR. 1 3" CLR. _ DRAWN BY: RKB WALL FRAMING 12" #4 CONT. TOP AND BOT. PER PLAN FOOTING PER 1/SD2 E'N' 15" (2) STORY #4 CONT. TOP AND BOTT. JOB NUMBER: 16-186 SPREAD FOOTING PER SPREAD FOOTING PER SHEET: PLAN WHERE OCCURS PLAN WHERE OCCURS TYPICAL FLOOR SPLIT DETAIL 13 FOUNDATION DETAIL 9 TYPICAL FOUNDATION DETAIL 5 TYPICAL FOUNDATION DETAIL 1 SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 CORNER WHERE OCCURS TOP PLATE 5) 16d NAILS AT I PER 7/SD1\ LA PED CORNERS, TYP,- SECOND LEVEL WHERE OCCURS PER PLAN— COMPRESSION POST AS REQ'D PER STRAP SCHED. ---r1/4" CLEAR TO = ROOF PLY MIN. WALL FRAMING PER PLAN, - -" TYP WHERE OCCURS__; 1 1/4- LSL BLOCK i w T CLIP AND SPACING PER SHEAR i WALL SCHED, 8d TOENAIL AT 6" O.C. OTHERWISE TOP PLATE PER 7 FLOOR PLY AND NAILING PER PLAN FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF WALL WITH (4) 16d CLINCHED. CONNECT TO TOP PLATE WITH (2) 8d PER JOIST "WALL FRAMING PER PLAN, TYP TYPICAL FLOOR SPLIT DETAIL 12 SOLE PLATE FASTENING SD3 PER SHEAR WALL SCHED. AND DRAINAGE BY OTHERS. TOP PLATE W II PER 7/SD1 ll -II I I --SHEAR PER PLAN 16d AT 8" O.C. E.N. I I 7F -=_ Tr --ice _- I i r/ A34 EA. SIDE PROVIDE GAP BETWEENF.N. PER SHEAR ROOF PLY AND II II WALL SCHED. PANELS AS REQ'D. NAILING PER PLAN BY MFR., 1/8" MIN.i°i I I I I FTF" STRAI Q II E.N. PER SHEAR PER 14' 1,' FASCIA BY II I WALL SCHED. WHERE II 2X6 LEDGER I I I I CCURS WITH (3) 16d BLOCK AS REQ'D. I f l I I (I AT 16" O.C. AT ALL EDGES, TYP. I I I I COMPRESSION i POST AS REQ'D S ry SHEAR PLY PER HD SCHED. TRUSS BY - PER SHEAR OTHERS 16" MAX STUD I WALL SCHED SPACING I �'� A.B. SIZE AND NOTE: °I II II I SPACING PER HUS28 HGR, IUSE 3X STUD AT SCHED. U.N.O. II I ABUTTING PANEL SOLE PLATE II EDGES WHERE H.D. ' FASTENING PER II REQ'D PER SHEAR I I PER CONT. 2X8 LEDGER WITH (2) 1/4" SHEAR WALL SCHED. I.I WALL SCHEDULE II SCHED` Y I I EMBED AT 8" O.C. I ILIL,LL ii i� � ii II II II II 11 II SILL PLATE COUPLER NUT SHEAR PER PLAN SIZE PER SCHED. AS REQUIRED LONGER 12" SHEAR ENTIRE WALL FOUNDATION PER PLAN MAX THAN 6'-0" WITH CORNER WHERE OCCURS PER SWS TYPE "6" TYPICAL 2 -STORY SHEAR WALL ELEVATION 15 16d AT 12" O.C. NO SCALE SD3 NOTCH SHALL 2X6 BRACE NOT EXTEND INTO A35 CLIP PER SHEAR WALL MIDDLE THIRD OF O.C. WITH IT BEAM CLR. SPAN-, ---r1/4" CLEAR TO = ROOF PLY MIN. WALL FRAMING PER PLAN, - -" TYP WHERE OCCURS__; 1 1/4- LSL BLOCK i w T CLIP AND SPACING PER SHEAR i WALL SCHED, 8d TOENAIL AT 6" O.C. OTHERWISE TOP PLATE PER 7 FLOOR PLY AND NAILING PER PLAN FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF WALL WITH (4) 16d CLINCHED. CONNECT TO TOP PLATE WITH (2) 8d PER JOIST "WALL FRAMING PER PLAN, TYP TYPICAL FLOOR SPLIT DETAIL 12 NO SCALE SD3 NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. WALL FRAMING W PER PLAN --SHEAR PER PLAN 16d AT 8" O.C. E.N. r/ A34 EA. SIDE SOLID BLOCK ROOF PLY AND N NAILING PER PLAN SOLE FASTENING PER Q SHEAR WALL SCHEDULE, FASCIA BY 12d AT 8" O.C. OTHERWISE 2X6 LEDGER WITH (3) 16d �2X41FLAT AT 16" O.C. FLOOR PLY AND ry NAILING PER PLAN TRUSS BY OTHERS E.N. PLY AT BLK'G FJ PER PLAN OR BLOCK NOTE: AT 24" O.C. AT E.N. HUS28 HGR, PARALLEL FJ CONDITION. U.N.O. 1 3/4" MIN. BEARING AND LOCATION WITH TRUSS CONN. PER 13/SD2,,x CONT. 2X8 LEDGER WITH (2) 1/4" AT 7" O.C. DIA. SDS SCREWS WITH 2 1/2" TOP PLATE PER 7/SD1 EMBED AT 8" O.C. WALL FRAMING PER PLAN ----L SHEAR PER PLAN TOP PLATE PER 7/SD1 WALL FRAMING PER PLAN, TYF BOTTOM CHORD OF SIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS Q�pFESSIONq K. / " 1 2 GAP LLJ ANO. 75688x`' * 6/ 0/18 NON-BEARING WALL— C 1 V 1 \- DRAG TRUSS gTFOFCAO PERP. TRUSS PER PLAN 7/19/16 BY OTHERS, TYP THESE PLANS HAVE BEEN REVIEWED COMPLIANCE ONLY WITH EAVE CONN. WALL PERPENDICULAR TO TRUSS FOR ATTACHED STRUCTURAL THE /PER 1/SD3 CALCULATIONS DRAG STRUT CONNECTOR PER PLAN POST PER PLAN' TYPICAL DRAG STRUT CONNECTOR DETAIL NO SCALE MSTA24 STRAP AT SPLICES, U.N. oo 0 0 SIMPSON COLUMN o CAP PER PLAN o TYPICAL TRUSS DETAIL 11 TYPICAL BEAM DETAIL SPLICE AS OCCURS `BEAM PER PLAN PER PLAN SIMPSON DTC CLIP AT EACH TRUSS 1/2- GAPS' TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: SEE DETAIL 15/SD2 FOR TYPICAL NON-BEARING WALL AT SECOND FLOOR. TYPICAL NON-BEARING WALL AT ROOF NO SCALE U SD3 z ROOF PLY AND W >- Q AND NAILING PER PLAN V-0" MAX 2'-0" 3) 16d TOENAILS N .N. Q F- Q < _ FASCIA BY G <r OTHERS E.N. -* �2X41FLAT U D ry '-2X BLOCK E.N OUTLOOKER AT NOTE: 24" O.C., NOTCH WITH 16d CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TODEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER AT 7" O.C. MFR. PRIOR TO CUTTING.ABLE •• A34 EA. SIDE ENDTRUSS BY OTHERSBRACES TRUSS BY LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. 2X6 BRACE A35 CLIP PER SHEAR WALL O.C. WITH IT SOLID BLOCK SCHEDULE, OTHERWISE (5) 1 (5) 16d NAILS 4'-0" O.C., TYP. EACH END PROVIDE GAP BETWEEN PANELS 16d AT 8" O.C. AS REQ'D. BY MFR., 1/8" MIN. L E.N., TYP 2X BLOCKING AT 4'-0" O.C., DRAG TRUSS \(3) T&B, (3) 12d T.N. EA. END DBL TOP PLATE PER 7/SD1 16d T.N. EA BLOCK SHEAR ENTIRE WALL PER SWS TYPE "6" WALL FRAMING PER PLAN TYPICAL GABLE END TRUSS DETAIL �- NO SCALE SD3 NO SCALE r SD3 NO SCALE NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 3.) PROVIDE SOLID SHIM AT INSIDE FACE OF BEAM WHERE REQUIRED. WALL FRAMING PER PLAN —SHEAR PER PLAN AT 3" WIDE STRAP PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj U z W >- Q AND V) =U W SHEAR PER PLAN - 02 Q F- Q < _ G <r U D ry r; w AND SINGLE -PLY (/� DRAG TRUSS, OR v ' AT OFFSET DRAG ' 'I A34 CUP E.S. 16d AT 8" O.C. /E.N. TRUSS ADD 2X4 DRAG TRUSS f DF#2 X 10' LENGTH, AT420VEORFCRAMING 2 MSTA49 A34 EA. SIDE OR 2X4 DF#2 PER PLAN PERP. TRUSS STRAPS AT BEAM PER PLAN SOLID BLOCK ROOF PLY AND BLOCKS FOR 10' BY OTHERS, TYP H>16", 1" MIN. NAILING PER PLAN LENGTH TO BOTTOM (3) 16d CHORD OF DRAG EAVE CONN. PER TOENAILS,AND ROOF PLY (2) LSTAOTHERWIS36 EAM PER PLAN TRUSS WITH (2) 16d 1/SD3, TYP TYP PER PLAN 2X4 Uj (2) MSTA49 2X6 LEDGER AT 12" O.C., (4) 2X4 WITH 16d NAILS Q STRAPS -COST PER PLAN STRAPS AT WITH 3 16d TRUSS BY MIN PER BLOCK , . AT 12" H>16", SOLE FASTENING PER �) OTHERS E.N. PLY AT OTHERWISE SHEAR WALL SCHEDULE, (2) LSTA36 H 12d AT 8" O.C. OTHERWISE TAPER CUT BEAM STRAPS - A34 CLIP E.S. Q X BEAM PER PLAN \---BEAM PER PLAN, WHERE OCCURS lf�N LTP4 CUP AT 2'-6" O.C., E.S�_ a STUD WALL PER PLAN TOP PLATE PER 7/SD1 WALL FRAMING PER PLAN TYPICAL POST TO BEAM DETAIL 14 TYPICAL TRUSS DETAIL NO SCALE SD3 j NO SCALE SD3 Al 16 O.C. /FLOOR PLY WITH (2) 10d AT 12" O.C. -E.N., TYP --LUS HGR 2X6 DF#2 AT 24" O.C. \CONT. 2X6 LEDGER WITH (2) 1/4" DIA. SDS SCREWS WITH 2 1/2" EMBED AT 16" O.C. —SHEAR PER PLAN 10 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ,,/E.N. ROOF PLY AND NAILING PER PLAN SHEAR PER PLAN - WALL FRAMING PER PLAN '-2X BLOCK E.N WITH 16d � AT 7" O.C. •• A34 EA. SIDE TRUSS BY OTHERS, TYP SOLID BLOCK 16d AT 8" O.C. DRAG TRUSS SOLE FASTENING PER BY OTHERS 2X6 BRACE AT 2X6 LEDGER SHEAR WALL SCHEDULE, 4'-0" W/ (4) WITH (3) 16d 12d AT 8" O.C. OTHERWISE 16d NAILS TRUSS BY OTHERS AT 16" O.C. EACH END FLOOR FRAMING PER PLAN 2X BLOCK WITHE.N. PLY AT BLK'G 16d AT 7" O.CHUS-TF AOr HGR ATGIRDER TRUSSES, FLOOR JOIST PER PLAN OTHERWISE LB TOP IN HANGER PER NDEPTH FLANGE HANGER PLAN/SCHED. OR FULL I : BLOCKING AT (3) 16d TOENAILS, TYP2'-0" BLOCKING AT 4'-0" O.C., O.C. AT ..X T&B, TYP WITH (4) 16d T.N. CONT. 2X8 LEDGER WITH (3) 1/4" PARALLEL JOIST CONDITION TOP PLATE PER 7/SDI E.N. EA. END DIA. SDS SCREWS WITH 2 1/2" WALL FRAMING EMBED IN BEAM AT 16" O.C. AND AT PER PLAN SHEAR PER PLAN EACH SIDE OF EACH GIRDER TRUSS BEAM PER PLAN NOTE: TRUSS -TO -TRUSS CONNECTIONS PER TRUSS MANUFACTURER. TYPICAL DETAIL 13 TYPICAL DRAG TRUSS DETAIL 9 NO SCALE SD3 NO SCALE SD3 SLEEPER, O.C., TYP TYP STRAP PER T T TT TT PLAN TOP PLATE PER 7/SD1 OR BEAM _- - PER PLAN WHERE2X SLEEPER OCCURS WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 0/2 STRAP LENGTH WALL FRAMING POST PER PLAN -r\l PER PLAN, TYP 2X4 VERT. AT 24" WHERE OCCURS O.C. WITH (4) 16d V TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL DRAG TRUSS DETAIL 6 TYPICAL OVERFRAMING DETAIL 2 NO SCALE SD3 NO SCALE SD3 (� ROOF PLY AND NAILING PER PLAN—vREVIEWED FOR CODE COMPLIANCE V-0" MAX 2'-0" PERMIT# % (� - % o� E.N. 3) 16d TOENAILS BUTTE COUNTY DEVELOPMENT SERVICES AUG 4 2096 REVIEWED FOR FASCIA BY CODS C MPLIANCE OTHERS!Yr DATE %6 By- TZ�Et AND ASSOCIATES E.N. 2X6 FLATTR NOTE: USS BY OTHERS, TYP <"T, (3) 8d TOENAILS OUTLOOKER AT 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD AND PLY DEPTH AND LOCATION WITH TRUSS TO SEAT OUTLOOKER ROOF PLY AND NAILING PER 2X BLOCKING AT 2 MFR. PRIOR TO CUTTING. RBC CLIP PER SHEAR • -0" O.C. WITH (3) 12d T.N. EA. END WALL SCHEDULE, ROOF TRUSSES SHEAR ENTIRE WALL CONT 2X PLATE WITH 16d AT OTHERWISE 4'-0" O.C., TYP. BY OTHERS REVISIONS: PER SINS TYPE "6" 7" O.C. AND AT EACH BLOCK E.N� ADD LSTA12 STRAP AT OUTSIDE Q1 PC#1 7/19/16 WALL FRAMING PER PLAN SOLID BLOCKING ;FACE OF GABLE END TRUSS S H2.5T EA. TRUSS AND (2) OLE NAILING FLOOR PLY AND AT ALL MULTI -PLY AND A34 CUP AT GIRDER TRUSSES, WHERE OCCURS PER 8 SD1 NAILING PER PLAN ALL DRAG TRUSSES, U.N.O. E.N. / E.N. ; PROVIDE GAP BETWEEN PANELS 4-- z FASCIA BY OTHERS _ TOP PLATE PER 7/SD1 AS REQ'D. BY MFR., 1/8" MIN. T f(3) 8d TOENAILS DATE: 5/04/16 �� L SHEAR PER PLAN BEAM PER PLAN, WHERE OCCURS E.N. 2X BLOCKING AT 2'-0" O.C. SCALE: NTS WITH (3) 12d T.N. EA. END DBL TOP PLATE \A35 CUP PER SHEAR WALL DRAWN BY: RKB PER 7/SD1 SCHEDULE, OTHERWISE ALL FRAMING PER PLAN 4'-0" O.C., TYP. JOB NUMBER: 16-186 SHEAR PER PLAN WALL FRAMING PER PLAN SHEET: nSD TYPICAL GABLE END TRUSS DETAILF-5-�TYPICAL EAVE DETAIL SD3 NO SCALE SD3 NO SCALE I/ .