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HomeMy WebLinkAboutB16-1172 039-370-068.. II ARCH D 24" x 36" WHILE EVERY ATTEMPT HAS ,0'-0" BEEN MADE IN THE 24'-0" PREPARATION OF THI5 PLAN 5'-4MATKOEARVCANNOT GUARA ANNOTGUARA AGAINST HMANERROR. E FIRE-RESISTANT GONSTRUGTION4. 9-O" 9'-O" ,'-2" 2'-$" 2'-8" ,'-2" 2'-2" 2'-3" s-, JUL 2 5 2015 1 BUILDING CONTRACTOR / 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED A5 REQUIRED BY TABLE R302,6. OPENIN65 IN GARAGE WALL5 SHALL COMPLY WITH SECTION R502.5.1. HOME OWNER TO REVIEW AND THROUGH R302.5.5.VERIFY ALL DIMENSIONS, THROUGH AGE�.ND/OR GARPOELSPPARATION: 10 SPECS,ANDC NSTRUCTIONS J[l,^ SSy ry TRE( AND ASSOCIATES BEFORE CONSTRUCTION BEGINS. A FROM THE RESIDENCE b ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR SST'�p L-4.0' �Q Am 0.L-4.0' �QJ�•` DRAFTING BY: EQUIVALENT APPLIED TO THE GARAGE SIDE. 8 0) ) 'C B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN 76 W (T 6 by 515 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 26 SOS 5450FX (5307 G 5TRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOP, SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUAL q� �% O b"X6' POST 6"x6" POST 6"X6" POST D. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: Q NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE 1 W/ PBS W/ PBS W/ PBS I 1 -Ores INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA h N N Yl rc VAueY Roiv 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL GHIGO,ITHI3CALIFORNIA 95999 LANDING@:. LYNN9MITH82®ATT.NET 5 PROTECTED ON THE ENCLOSED SURFACE d ANY SOFFIT PR HAVE WALLS, UNDER -STAIR 5 E SIDE WITH 1/2 -INCH GYPSUM BOARD. 8302.1 3.) FIREBLOGKING. IN COMBUSTIBLE CONSTRUCTION, FIRESLOGKING SHALL BE PROVIDED 1 THE LANDING AT AN EXTERIOR TO OUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL d HORIZONTAL) b TO SLIDING • NOTE: DOORWAY SHALL NOT BE MORE THAN ENERGY CALG9 BY: FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, b BETWEEN A TOP STORY b THE PROVIDE 1 BEDROOM WINDOW WITH A MIN. SAFETY (0 1 2' TOP OF HEADER T.TS S ORES BELOW THE TOP OF THE `� ROOF SPACE. NET CLEAR OPENING OF 5.1 SOFT. EXS€P_TION: GLASS e} TERMINATE TD-U_C_T_ 5: THRESHOLD, PROVIDED THE DOOR, O `Q� DESIGNS RE g5 `aHAL1..BE-PROVIDEA_IN WOOp:FR�p1E S,4N IRUG7ION IN.TNE_EOLl-OnnTNING GRADE FLOOR OPENING CAN HAVE A MIN. NET DOOR TERMINATE OUTSIDE OTHER THAN AN EXTERIOR STORM OR J 1 o- GRABS R3-02.1.7: • CLEAR OPENING OF. 5.0 SOFT. OF THE BUILDING W/ SCREEN DOOR, DOES NOT SWING QMAX A CONCEALED SPACES OF STUD WALLS 4 PARTITIONS, INGLUDING FURRED SPACES 4 0 Qj COYER PORCH BACK-0RAFT OVER THE LANDING. CRO 831 1.3.2. 0 ''' `` RAMIREZ SIL)=.HEIGHLMAX 44"ABOVE FLOOR PARALLEL ROW5 OF STUDS OR STAGGERED STUDS, AS FOLLOWS: tV Q MIN,SIPENING�IEIUHT: 24°. CONCRETE 5 AB FLOOR DAMPERS. 1) VERTICALLY AT THE CEILING 8 FLOOR LEVELS. 111 MIN OPENIN6INIDTH. 20" N STUCCO W AL 5 4 GLC. GONG. TOCP 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. Q (MIN• 6' IN B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL 4 HORIZONTAL 10 N 'D ry �O S F DIRE TION SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS 6 COVE CEILINGS. 6 TOP OF LOWER ). TOP OF LOWER S $. J ^ 4 a d G CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP b BOTTOM OF THE -1 WINDOW AT 6'-S" WINDOW AT 6'-8" S� N L=4.0' ,Zqy� I ZQ L=l.0• W N p _ OF TR VEL) RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302J. l0 ' D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES 4 WIRES AT CEILING 4 FLOOR $O3OFX bO3OFX 8O3OFX 6 6 HIS UI 6` SAFETY GLASS aO X16 a 't LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME a 8050 SG/FX 6068 8050 FX / 5G 263056 3080 466086 9y PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E 156 REQUIREMENTS. ER BEDROOM MAST E. LF�IOR THE FIREBLOCKING OF CHIMNEYS a FIREPLACES, SEE SECTION R 1003.1 9. HIS GONG.ELO_OR ONE ONE L1GHT VENTILATION 4 HEATING_ COLORED FINISH SAFETY SAFE E LIGHTA VENTILATION 8505-, SAFETY SHOWER VpLVEL10_TE: - --- SAFETY 4• L=4.0' Q�jOfESSI�,,� C i J ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS LASPROVIDE INDIVIDUAL GLASS 1 q THAN 6 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION - DOORSS CONTROL THERMOSTATIC 5 2 E a V DOOR SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO MIXING VALVES, PRESSURE K 41 • ti4/ P` THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR H55 $"X 5" X 5/16" BALLOON FRAME WALLS, (0 1 v �. SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE JT,`b LVALANCE OR COMBINATION u? m TOP 4 -T- _136' I U n ' TVP. AT HATCH VALVE TYPE. GPG 409.3 BA'rI„I I '� ® TOP LASH h (L `I N0. 7EiB851-n � MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR `tq4� AREA BEING VENTILATED_ ^ \IXL1&1-31 F 6/ 0/16 2J APJOININGROOM+`: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION COLORED FINIREQUIREMENTS,ANY ROOM SHALL BE CONSIDERED A5 A PORTION OF AN ADJOINING ~ ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL I5 OPEN II I UNOBSTRUOTEP b PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE- '- 1 O" 4'- 1 O" 3•-2" 4'-4" J _ in CL`4DINING AF EA ° "J n in GUEST BEDROOM 2 CAl FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. 8303.2 ' 3. ) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS b OTHER Similar DRYER EZCH ILIST. GONG FLOOR T.P. GONG. FLOOJ2 N %THESE76 ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT PROVID 4" MIN. EXHAV- T DUCT COLORED FINISH COLORED FINISH 10 THESE PLANS HAVE BEEN LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE ODEA IN NI WITH BA K -DRAFT DA (PER. 1D ^ REVIEWED ONLY FOR EXGEPTON: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT 8 MAXIMUI I LENGTH FOR HE BALLOON FRAME W ALLS, SHELF d POLE COMPLIANCE WITH ATTACHED LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES I DRYER XHAUST DUCT 1 4 NOTE:. TYF. AT HATGH V�' STRUCTURAL ENGINEERS RS STAATIONS. SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE FEET W/ 2 ELBOWS. 1 2' PLATE HEIGHT. CLOSET (`( PROVIDE 1 BEDROOM WINDOW WITH A MIN. a9 �16 THE ENGINEERS STAMP ON CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL I 3068 SEE PLATE HEIGHT DIAGRAM. NET CLEAR OPENING OF 5.T SOFT. EX_QBPTION: GTO THIS PLAN 15 VALID ONLY WITH CODE, CHAPTER 4. 4068 GRADE FLOOR OPENING GAN HAVE A MIN. NET `Q A LETTER SIGNED BY THIS HEATING L. 6.0' 4• N CLEAR OPENING OF 5.0 SOFT. 1 A ENGINEER FOR EACH 1 J EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF • 5 @/ DRYER - 10 MIN,5ILOPENING MAX 44" ABOVE FLOOR 1- • UNIQUE BUILD. MAINTAINING A MINIMUM ROOM TEMPERATURE OF 66"F AT A POINT 3 FEET ABOVE THE O I O VENT TO o=. '» LIVING ROOM :- MIN OPENING NEIGHS. 24". Ij Qj FLOOR 8 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. 8303.9 ;� /H55 5"X 5" X 3/ 1 b" ` pj N F O J OUTSIDE Q GONG FLOOR MfN, OPENING WIP_TH. 20" I Q; j J AIR Q --"-o- COLORED FINISH 1 \T CEILING HEIGHTS_ v ( o Q NIn. R-,. LOWERS m HABITABLESPAOE. 1 L Q Q Q Q LOUVERED BI- RE_F_SPAGE (N HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS b PORTIONS OF BASEMENTS O N J11V N -1 N W/ H2O HOOKUP CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LEN THAN 1 FEET. 1 CARPORT ry - -� O WASHER OLD DOORS 2668 4` R3o5 `r CONCRETE SLAB FLOOR U a SPACE HALL b"WALL 4 EXCEPTIONS; STUCCO WALLS 4 GLC. - .z p( 5D 1 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED m GONG FLOOR L L FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST T FEET b NO ' COLORED FINISH a a KITCHEN `4 3068 oa b-$" 2-b" 4-2" 2-6" PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN COLORED FINK_ I TYP 5 FEET. N T.P. COLORED FINISH N l0 _ L N 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES AT THE - S HSG ' JZ co N H - O O I CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURE AS SHOWN IN FIGURE R30T. 1. WATER_H]=AT_R NOTES;. N ST$ 6 N� n o 0 vy Q FLUSH EATING BAR +36" THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE THIS WILL BE AN ELECTRIC HEAT PUMP. PROVIDE I OZ (0 F a0 L o O OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A THE FOLLo 120 er ro� N U HALL S 9 T 1 STSG UM CEILING HEIGHT OF 6 FEET 6 INCHES ABOVE A U= STRUCTED :Io"O MOPF THANrvnme s. .-, GO�ORED FIOR SHOWERHEAD SHALL HAVEAMINIM E z) DASA OF HE ATTER NITER THAAN�OINUNAHANTHe __ ELECTRIC I Q� Q 10 COLORED FINISH J RU.1 AE EATALLOWs nnnRAL 2468 RANGE D - BASE OF THE MATER 111 G SAT THE SHOWERHEAD. 6 301N HE O INCHES BY �9 MINIMUM AREA 3 I OUT PUMP A5515TANLE x zr PRA WITH I HOOD GUEST BEDROOM 1 `, N/V CG/ APC -S -LJ RESCUE:- 9)PROVIOE EEI5MG BRALINb FOR W/N AT LCGATIONS ECNIAL ELECT SERVICE: (tI a - IL EMERGE_._ _ F V I` TO TxE TOAll HE 119 1/30FIT5VERTINTROIMEHBIO. 5LEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE B RESCUE srww sHAU BE A MN. of mnaovE CONraoLs 200 AMP SERVICE MASTER BATH c Z OPENING.R310. THEY SHALL HAVE ASILL HEIGHT OF NOT MORE THAN 441NGHE5 ABOVE I ,)coNBINAnoN PREssuaea TEMPERAruRE REu[F VALVE TO 56' TO DOOR/WINDOW. GONG FLOOR 1.8 GPM GRANITE-_ S' 10 `� 5 �;. IL m THE FLOOR d SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. oUTslDe WnmrxREADev PIPEFAOIN6DOANVNARD BElAllN NOT o BR. OR CLOSET; FI BANKING R ®60 P5 - m TOP b SPLASH GONG. FI -_OINK (N N.� ' e' TOaa'ABovE 6Rounv. NO VENT W/IN IOU 3'H. COLORED FINISH TOWEL BAR 44° I �® COLORED FINISH ,I 501 O E7SG�eTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5. s)Au xOT WATER SUPFLH PIPIN& B/,', 6REArER sxALL eE o PBL. SINK 4 L 2668 Q lD 1 m I IL Insuurev. we lsoofJ)¢III 48HMIN..,TS°MAX. 5 R 30°MIN. DISPOSAL TYP. 6 SQUARE FEET S) AU HOT WATER PIPING sIPPLYIN6 THE NIT6HEN EHAuLOE -CONFIRM LOCATION• SHOWER MINIMUM OPENINGNE1fzHS: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. INEULATEO. sec Iso, Gu 2 vi GRANITE � PROVIDE 1 BEDROOM WINDOW WITH A MIN. MINIMUM OPENNG..WIPTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. I COMPARTMENT, TOP 6 SPLASH NET CLEAR OPENING OF 5.T SOFT. EXGERIlON: IIS /. -. _ J dJ < 11i TVP. , w$'. ATH Q CLE R OPEGNEIGr 5.0 GRAPE FLOOR SOFFT HAVE A MIN. NETW EGRE55: T uv GRANITE+36° o 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R51 1 THE EGRE55 DOOR ' H555"X5" X3/1b" N 8 `-�® 60 PSI a0 LL TOP a SPLASHSHALL BE SIDE -HINGED, b SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES OLAS % Col- R �Ol4SH m SILK HEIGHT: MAX.44° ABOVE FLOORELEGTRIG HEAT PUMP WATER HEATER ENc RE MIRROR EN Y w CLOSET IL WHEN MEASURED BETWEEN THE FACE OF THE DOOR d THE STOP, WITH THE DOOR MIN OPENING WIDTH: 20"OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT =GONG. W r \ I!BE LE55 THAN Tb INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO LLIOL E16HT FULL COLOREDISH26 THE BOTTOM OF THE STOP. FULL HEIGHT HEIGHT GONC.FI ORN COOKED N LU5 GL05ET • V 2J THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR 265056 CABINET CABINET FINISH o N TP (V O THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY S Z H 6 S Z SAFETY TOILET SHELF 4 POLE ib LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE S QI � S Q w DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE N L=,.5' �I GLASS f. _ O -1 NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). 6 e lVV 2630FX 6020FX HB 264056 Q 8050 5G/FX z tu 3.) STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT a BELOW THE REQUIRED HEADROOM 265050 1 468FX 3068 1 468FX SS yQ E' SS yQ '�`/ HEIGHT. HANDRAILS SHALLNOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIPE OF HOSE_BIBBS: SHOWER VALY_E_LNOTE: EXHA_USI_DUGTS:. I L Q < ^/ THE STAIRWAY II THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT d BELOW THE Q INSTALL NON- PROVIDE INDIVIDUAL TERMINATE OUTSIDE HVAC GOND. UNIT:. TOP OF LOWER � N L T'S @ N IL HANDRAIL HEIGHT, INGLUDING TREADS 4 LANDINGS, SHALL NOT BE LE55 THAN 31 1 /2 1 REMOVABLE CONTROL THERMOSTATIC OF THE BUILDING W/ SEE ELEGTRIGAL WINDOW AT 6-6" (NGHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE d 2 T (NGHES WHERE HANDRAILS BACKFLOW MIXING VALVES, PRESSURE BACK -DRAFT NOTE 32 8 Q PORCH p s s W '- BALANCE OR COMBINATION DAMPERS. ENVIRONMENTAL 1 CONCRETE SLAB FLOOR Q ARE PROVIDED ON BOTH SIDES. PREVENTION - - SHOWER, VALVEI.OTE: 10 UNI FIRE SPRINKI ER 5Y5T M: DEVICES, GPG 603 VALVE TYPE. GPG 408.3 QUALITY NOTE 1 T. 0 STUCCO WALL5 B NLG. 0 V 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. 931 3 I PROVIDE INDIVIDUAL .--I V R SYSTEM SHALL NOT BE CONTROL THERMOSTATIC � Z• _ EXCEPTION: AN AUTOMATIC RF51DENTIAL FIRE SPRINKLE LAND INSv$: MIXING E OR C PRESSURE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT PLUM ALOTEc-); �{�/A(-; THE LANDING AT AN EXTERIOR BALANCE OR COMBINATION Q ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. 831 3.2 i.) EACH PLUMBING FIXTURE 8 FITTING SHALL MEET REDUCED FLOW 1.) DURING ROUGH INSTALLATION OR STORAGE - DOORWAY SHALL NOT BE MORE THAN VALVE TYPE. GPG 408.3 2.) WHERE INSTALLED, FE51DENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, RATES SPECIFIED IN TABLE 4.303.2. ST THE CONSTRUCTIONFTHEHEATING SITE a UNTIL FINAL LT -15 INCHES BELOW THE TOP OF THE W SHALL BE IN ACCORDANCE WITH NFPA 13D OR SECTION R31 3. 2,) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND STARTUP OF THE HEATING e COOLING THRESHOLD, PROVIDED THE DOOR, V I 5MOKE_AL-ARM5- FITTINGS (FAUCETS AND SHOWERHEADW SHALL MEET THE EQUIPMENT, ALL DUCT AND OTHER RELATED OTHER THAN AN EXTERIOR STORM OR OF THE BUILDING _ Il l 1.) SMOKEALARMSSHALL BE INSTALLED IN THE FOLLOWING LOCATIONS RS 1 4: STANDARDS REFERENCED IN TABLE 4.303.3. AIR DISTRIBUTION COMPONENT OPENINGS SCREEN DOOR, DOES NOT SWING 6"x6" POST 6"X 6" POST TERMINATE OUTSID SHALL BE COVERED WITH TAPE, PLASTIC, OVER THE LANDING. ORO R3 1 1.3.2. W / PBS W/PBS OF THE BUILDING W A. IN EACH SLEEPING ROOM. R314.5. 5HEET METAL OR OTHER METHODS. BACK -DRAFT ll e B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 2J PROVIDE CONCRETE BASE EXTENDING 3" OR DAMPERS. X MORE ABOVE GROUND LEVEL. r BEDROOMS. RE 14.3 2.)WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INT IN SUCH A 4'- 1 O" 2'-O". 8'-4" 5'-O" ,'-b" 1 O'-2" 1'-6" 5'-2" 1'-1 O" ,'-O" MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. R314.5 22'-0" 2'-O" 15'-2" 12•-6" 11•-8" 5'-2" ,'-0" 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE II SHALL BE EQUIPPED WITH A BATTERY BACKUP. 314.4 24•-0" 8 ,O -O EXOEPSIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY. OPERATED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE 94'-O" CARBON_ MONOXIDE_AL4RMS_ 4 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS d IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED 4 IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. �1 I lu IT - 831 5. p T L� '^I .. N O 2.) CARBON MONOXIDE ALARMS REQUIRED BY5EGTIONSR315.1 dR315.25HALLBE THIS PLAN TO COMP 1 NNITH HE FOLLONING: `f FLOOR PLAN STRUCTURAL NOTA: - INSTALLED IN THE FOLLOWING LOCATIONS: I`d COMPLY / ~ ~ U A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE • 2013 CALIFORNIA BUILDING GORE (GBG), � � 1.). SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL �'�'� /� - Q O O VICINITY OF THE BEDROOM(S).�^ B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. • 201 3 CALIFORNIA RESIDENTIAL GORE (GRG), SCALE: 1 /4" l' -O" J SHEETS SD 1 -503 FOR ADDITIONAL INFORMATION. � " .,��` � �- q 2 O • 201 3 CALIFORNIA MECHANICAL CODE (CMG), _ ji--'b £"w"' (r, ar w • 2013 CALIFORNIA PLUMBING CODE (GPG), FLOOR. -PLAN NOTES: 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: - "'=" '�_ O WIT- W • 2013 CALIFORNIA ELECTRICAL CODE (CEG), 1.) AUTOMATIC RESIDENTIAL FIRE. SPRINKLERS ARE REQUIRED ` '.''-.-""'- O Z Q I_ • 2015 CALIFORNIA FIRE CODE (CFO), AS PER SECTION R513.3 OR NFPA 13P. DE51GN 6Y EXTERIOR WALL: 2X4 DF#2 AT 16" O.G., UP _ _ J ILI -1 x OTHERS5EP11BAATE P_ERMIT_RE_C>ZUJRED, _LL • 2015 CALIFORNIA ENERGY CODE TO q' -O" PLATS HEIGHT. 2X6 OF STUD AT 1 6" O.G., UP O Lu • 201 3 CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2J SUBMIT FINAL GG DEPARTMENT N WASTE MANAGEMENT REPORT 'I.. ' x' I TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. TO 1:2'-0" PLATT: HEIGHT - (COMMONLY GALLED "CALGREEN') 3.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. _ REVIEWED ,,1,.. E E C OCCUPANCY GROUP: 4.) TYPICAL WALL FRAMING, UNLE55 NOTED OTHERWISE: INTERIOR WALLS: 2X6 OF STUD AT 1 b" O.G. ✓` iiL14(IL EXTERIOR WALLS: 2'X6" 4 2"X4" DF STUDS @ 16" c/c _ _OMP LwABFt TO • OCCUPANCY 15 R3/U SEE DETAIL 1/502 I"'� CODE COMPLIANCE .208$ SgFt TOTAL 3J SEE DETAIL 5/SD 1 FOR - 11 1 L STUD WALL TION TYPE- INTERIOR WALLS: 2'x4" DF STUDS ® 1 b" GCC OP NTNG SCHEDULE M 5 H .G. S. 1 2' PLATE H.O. [M D TOUN OP D.H. _ [D[nr RPT �] oo1rNT1t �= ;.� HEIGHT �: � GONSTRUG ELEVATION AND TYPICAL WALL E a CONSTRUCTION TYPE 15 VB - JUL 2 9 2015 CARPORT: 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND- NOTE: FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 5,6 SgFt THE PV INSTALLATION 15 SHOWN FOR REFERENCE TO THE ENGINEER OF RECORD... : T IZ IQLi1iD ASSOCIATES ONLY AND WILL REQUIRE A SEPARATE PERMIT. GwE9FI7 5.) ALL EXP05ED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND PATIO: APPLICATION APPROPRIATE FOR EXPOSURE 1 2' PLATE HEIGHT ,O SgFt FRONT ACCORDING TO MFR'S WRITTEN GUIDELINES. / _ 5 2 SgFb REAR 322 SgFt TOTAL 6.) ALL STRUCTURAL MEMBERS SHALL 13E FASTENED IN - / 11 PLATE; COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, 'i HEIGHT LE55 NOTED OTHERWI5E. TABLE 2304.9:1; UN 'i; BUTTE %i 1 2' PLATE '7/15/2016 oo1rNT1t G PLATE �� ;.� HEIGHT �: SCALE: JUL 2 12016" ';� HEIGHT /i a ` j.� i� q' PLATE: SHOWN l o a HEIGHT DavELorzvt> Nt 120 0 08 O BFiRVICES _- - __!�' nd l_� -117 �� NOTE: HOLD TOP OF ���Y, PERMIT # V _ -- NOTE:MINPHOLDNS AT TOO" '�ee' BUTiECOUNTYDEVELO,I�1FNT5"^KfiVICES UNLESS NOTED OTHERWISE SHEET REVIEWED OR 1 0' PLATELIANCE � � HEIGHT DATE !I P `l 1T/ e -IEIGH7i 0,.v...,, SCALE: 1 / 16" = V-0" 0 COPYRIGHT 2016 MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY CALC5 5UMMIT 5TRUCTURAL PE51GN - 5TKUCTURAL ENGINEER C:\Ueem\Lynn\Documents\Chief Xb Plan\sally Mau\Mau Resldence.layout ry1I��,•I,.t�I`1 LYNN SMITH - DRAFTING �wm IFA( 199SYCAMORE VALLEY ROAD, �221895AMSON AVENUE, CORNINOFLLG, CALIFORNIA 96021 383 RIO LINDO AVENUE #200, CHICO, GA 95926 OWNER: SALLY MAU O PHONE: AM50 AVENE, CORN PF' ' (530)592-4401 WORK (530)693-316THOME (530)964-1669 CELL OHIGQOA959T3 ) ) EMAIL ADDRESS: Ryland4SummItChIcO.com EMAIL ADDRESS: ThePa erTale®SBCGIobal.net (530) 591-0565 WORK C�1 �4' EMAIL ADDRESS: Max®GaAMama.LOm P - "K ," (530) 514-0555 DELL L.""s. sa•A*r"e+ EMAILADDRESS: LynnSmlth32®ATT.net _ - - - r NoQ�22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 uffi- 383 RIO LINDO AVENUE>'200 GHIGO,GA 95926 i PHONE: (530) 321-1242 CELL (530) 592-4401 WORK ��� EMAILADDRESS: Max@CadMama.com EMAIL ADDRE55: Ryland@SummltGhico.com __ __. CAUsers\Lynn\DOCument5\Chief Xa Elans\Sally Mau\Mau ReSldenoe.layout OWNER: SALLY MAU (530)893-3161 HOME (530)811 CELL EMAIL ADDRESS: ThePaperTale@SSCGlobatnet LYNN SMITH - CHICO, CNG AMORE 95913 VALLEY ROAD, (530) 891-0585 WORK " (530) 514-0585 CELL Lmxs.m... ATT -T EMAIL ADDRESS: LynnSmlth32@ATT.net ST141R5,_NANPRA__I� 5 8_ GUAR_p5: ARCH D 24" X 36" WHILE EVERY ATTEMPT HA5 BEEN BEEN MADE IN THE STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL - STAIRWAYS AS PROVIDED FOR IN R31 1.1.1 94'-O" OF THIS PLAN STAIR HEADROOM:. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 60 TO AVOID MISTAKES, THE INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. 24'-O" MAKER CANNOT GUARANTEE SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE 1 (� _O" 3 1'-(2" 22'_(2° AGAINST HUMAN ERROR LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY d LANDING R511.1.2 N b S y S$'S,p SAQ BUILDING CONTRACTOR / HOMEOWNER TO REVIEW AND QJ�. T G /� G Floor VERIFY ALL DIMENSIONS, STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE DIRECTION OF TRAVEL THROUGH THE TURN d LOCATED 12 INCHES FROM THE SIDE ,2. /� PORCH EDGE5; 2" SPECS, AND CONNECTIONS THE THE s THICKEN `1' BEFORE CONSTRUCTION WHERE WINDERS ARE NARROWER. 12 -INCH DIMENSION SHALL BE MEASURED - - SLAB AT EDGES TYP. BEGINS. FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE - - ORAFTIHs BY: _ _ _ WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR _: -� '7 -;' ). _ STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. RB 1 1.1.4 TREAP54_RISER_5: STAIR TREADS 4 RISERS SHALL COMPLY WITH SECTION R31 1.1.5: - - - - - I F 1.5 I 18x 1 H R51 1,1,5. DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL IJ 18 1 5X15 N DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. I d I - _ - I ' l65O) 891-0685 95 1 71.5 142. RISER HEIGHT 4 TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 1 • - _ .; 3/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES: THE MINIMUM WINDERI I I 1 9 vcAlnoRE VACLeY RaAv TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES d THE MINIMUM WINDER TREAD l I' I� 1 G«Ico, GnuroRNu 959't5 DEPTH SHALL BE b INCHES. A NOSING NOT LESS THAN 5/4 INCH BUT NOT MORE THAN I v' CONCRETE SLAB LYNN0MITH52OATT.NOT 1 114INC HES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE _ I• -NOTE: PROVIDE A 6 -MIL POLYETHYLENE VAPOR TREAD DEPTH IS LESS THAN 1 1 INCHES. R1 L1.5.2 STAIR TREADS 4 RISERS SHALL BEOF UNIFORM SIZE 4 SHAPE. THE I ' I I I I 4' THICK CONCRETE SLAB_ I. RETARDER WITH JOINTS LAPPED NOT LESS ENERGY CALCIS BY: TOLERANCE BETWEEN THE LARGEST 4 SMALLEST RISER HEIGHT OR BETWEEN THE Q I I I I LANQIN- OVER ROCK BASE I .THAN 6 INCHES BETWEEN THE BASE COURSE OR SUB GRADE AND THE CONCRETE FLOOR®�/ °� GOLDEN SUN LARGEST 4 SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF - 1 ) ,: THE LANDING AT AN EXTERIOR DOORWAY SEE CONCRETE SLAB NOTE I DESIGNS STAIRS, THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF N SHALL NOT Be MORE THAN 1(15 INCHES SLAB PER 201 BLSECTION506.2.3. ...� STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. III -I I I •, I BELOW THE TOP OF THE THRESHOLD, �•' (0 �' 5 NOSIN65: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO PROVIDED THE DOOR, OTHER THAN . EXTERIOR STORM SCREEN DOOR, DOES �` , MAX RAMIREZ GREATER THAN q116 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN i , HE !I NOT SHINS OVER THE LANDING. 1p 1/41NGHE5 SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATESTcNOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF4 I.:IT_ Q aI Z� 4 r FLOORS d LANDINGS. BEVELING OF N051N&S SHALL NOT EXCEED 1/2 INCH.EXCEPTION! L ANOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 1 1 INCHES. ,. --.- - - - - - - - - - . -T_'' -- --�- T -' -' - - ---- 5TAIRWAYLANPING5;_ THERE SHALL BE A FLOOR OR LANDING AT THE TOP t BOTTOM OF ^.,. 4" GON_GRETE_SLAB ' •�%- �� > - - ---. __ _ --� �..`_.� •' =`- __-• - - - -_-- EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER �t 'fi /� ') 4 \ W/ #3 REBAR AT 1 5b/G EACH , - - _-_ _ - _ _ - - - THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK /-�,, • ° '.I I WAY OVER 4" ROCK BASE. \ I LINE d THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS-- EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, - - =+ - - - -P- - �- - ---°- - .� SEE CONCRETE -INTERIOR \ --2 THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 3b INCHES. \ \ I MOISTURE CONTROL i I .., I 5D I I u EXCEP_TIOtl:. A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR 10, I :I TYP• �CJ K.&/ FI� FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. R31 1.7.6. �= III HANDRAILS: 5TAIRWAYS WITHIN DWELLING UNITS 4 SPIRAL 5TAIRWAY5 ARE PERMITTED I •' HAVE A HANDRAIL ON ONE 51PE ONLY. A CONTINUOUS RUN OF TREADS OR HT OF STAIRS WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 7 1.1.8. ST 31 1. N FOU RISER „I I I •,: I I • I T G I i;i �i$Se a 166 C'NJ .1 79558''- r^ cc Di EIGHT HANDRAIL ED ABOVE STAIR TREAD NOS NGS SH •. 1 SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES 4 NOT MORE III I THAN 55 INCHES. R31 1.1.5.1. AETEEI HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE #4 HAIRPIN ER �I \ I ''I I °: I.: I II•I;I _I Jj. C!V1�- DI OF DIAMETER OF AT LEAST 1 1/4 INCHES 8 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL -//5D2, TY @ 955 I NOTE: I -'-- I �. II F OF CFl1F IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 6 NOT I CONFIRM FLOOR II GREATER THAN 61 /4 INCHES WITH A MAXIMUM GRO55-SECTION DIMENSION OF 21/4 ' I - OUTLET LOCATIONS I I.: 7/13@016 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. IIII { WITH OWNER. I I THESE PLANS HAVE BEEN CONTINUIl HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH - v III 9.1 b REVIEWED ONLY FOR OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL VEEP SCORE 1 °: -I ------'- B 2'_ 1' q6 22'-9' Gj5 COMPLIANCE WITH ATTACHED TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL I ,. I I STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL 4 THE . / ><4 HAIRPIN PER I I I �jI I I". I I THIS PLAN 15 VALID ONLY WITH HANDRAILS,. R311.1.8.2 O /-//SD2, TYP. @ HSS I :I I -'V' I I l I 5 TYP. AT NON - ALETTNE SIGNED THIS EXCEPTIONS: / / 3 5D I I I ENGINEER FOR EACH A A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. .d / 4"GONCRETE-SLAB I '.II TYP. W/ #3 REBAR AT 1 5"G/C EACH 5DF I I "I I I BEARING ° WALLS I I v; I UNIQUE BUILD. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 ALLOWED OVER THE LOWEST TREAD. 2 m° WAY OVER 4"ROCK BASE 5D TYP I I I ' N O GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING T x SEE CONCRETE - INTERIOR SURFACES, STAIRS, RAMPS 4 LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 56 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL Be ADEQUATE IN STRENGTH 4 ATTACHMENT IN ACCORDANCE WITH SECTION R312. d. N SD m MOISTURE CONTROL I:I I : \ 'I \ \ I ,I I F2 r) \ I= I 4" CONCRETE SLAB I . R - \ IN/ #3 REBAR AT 1 5"G/C EACH I I I I WAY OVER 4" ROCK BASE. \ I I I N 1 SD HEIGHT: REOUIRED 6UARD5 SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED .I I I I SEE CONCRETE '- INTERIOR \ I I VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR /yam; MOISTURE CONTROL ` ( +. I I' I TYP. THE LIN CONNECTING THE LEADING EDGE5 OF THE TREADS. R312.1.2. $$TQ 6 I III I ! I I ° ( , A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 PEEP SCORE : I I N INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGE5 OF THE TREADS. B. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 54 INCHES d NOT w I I U rc I R 4' CONCRETE SLAB I I W/ #3 REBAR AT 1 S G/G EACH �/ W MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE / I I I I 0 I \ 6lu III LEADING EDGES OF THE TREADS. tl / m m I I,I I WAY OVER 4' ROCK BASE. I I SEE CONCRETE - INTERIOR O OPENING OF ASPHER REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OFA SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE 'I P / I I V P •. I I MOISTURE CONTROL I Z S Q I I I I i 7 REQUIRED GUARD HEIGHT. 11112. 1.3 EXCEPTIONS v I _� ,� kIH .I Q� ttl A FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS # HAIRPIN E I I I I I O 1 WHICH ALLOW PASSAGE OF A SPHERE 43/8 INCHES IN DIAMETER. •II -7 /5D TYP. 955 8 I I,' I I I L'' /�� ■ \ LL LL B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE I / SD I ' I I I ' IM II 1IN RISER, TREAD 4 BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE b INCHES DIAMETER. II 9'-5 •J G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE 43/8 INCHES IN DIAMETER. I I.... I ILl V Q OF A SPHERE WINDOW SILLS: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE - - - T .-- \ -.,, • ° ° ° - - - - - -"- - 10 1 II°11 ' II LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 - - - I W INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. STyQG ,•'I OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN I rydl THICKEN SLAB AT EDGE5. TYP. @ d @ d - - - .rte. -.-+• -ED ----- " __.- _4 T. -.,... ; ,. ,.. , . :.... ,..'. ... .° '.. ,z " , .. .::':. • ' . ,.... -... - - - - - - - - - - - U 24 INCHES OF THE FINISHED FLOOR. R312.2.1 LE6ALSiERUIREMENT5:° 4. 1.) PERMIT ON SITE ACOPY OF THE BUILDING PERMIT MUST BE KEPT ON 51TE UNTIL THE R 105.1 O ' WORK 15 COMPLETED 4 A FINAL INSPECTION HAS BEEN MADE. 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION .1 GRADING ^T_ GO.NCRETE SJ_.ABNOTE.:_ '.I I'' 4'� THICK C[.ONGRET_SLAB_ N d W W CERTIFICATE IS REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE 1A THE GROUND IMMEDIATELY LANDINGS PROVIDER 6 -MIL POLYETHYLENE VAPOR : I OVER ROCK BASE ; THE LANDING AT s s A PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.5. FOUNpA LIONS B pRAINAG=: ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE AN EXTERIOR DOORWAY I RETARDER WITH JOINTS LAPPED NOT LESS SHALL NOT BE MORE THAN 1.15 INCHES LAPPED SEE CONCRETE SLAB NOTE. F THAN b INGHE5 . BELowTHETOPOFT. THRESHOLD, HAN O - -1 Q cz DRAINAGE: R401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT TION A THAT DOESFROM BUILDING A SLOPE NOT BETWEEN THE BASE COURSE A I PROVIDED THE DOOR, OTHER THAN AN OR SUB GRADE AND THE CONCRETE FLOOR EXTERIOR STORM SCREEN DOOR, DOES 0 Y�,Y/J� < f6 SURFACE FOUNDATION HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION HATER N 6 LESS THAN C INCHES WITHIN THE IT HE SLAB PER 201 3 GRG SECTION RS06.2.3. NOT SWING OVER THE LANCING. W tu WALLS. THE GRADE SHALL FALL A MINIMUM OF b INCHES WITHIN THE FIRST 10 FEET. FIRST 10 FEET (596 SLOPE). .^ V I EXCEPTION WHERE LOT LINES WALLS SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT _ _ _ _ r- ta y b INCHES OF FALL WITHIN 10 FEET. DRAINSDR SWALES SHALL Be CONSTRUCTED TO FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF O ENSURE DRAINAGE AWAY THE BUILDING FOUNDATION SHALL BE 5LOPEA MINIMUM OF 2 PERCENT AWAY FROM THE D of 18x 18 18x 18 ry LV.{ �/ < BUILDING. F 1.5 PORCH. EDGE5;. F 1.5 1L 1j) FRAMING ENERAl-E THICKEN SLAB AT ED6E5T I J WOOD PLATES OR 511 -LS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION.4w� WITH A MINIMUM 1/2" DIAMETER 5TEEL BOLTS OR OTHER APPROVED ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST T' INTO THE CONCRETE d SHALL BE 0, SPACED NOT MORE THAN 6' APART, THERE SHALL BE A MINIMUM OF TWO BOLTS 22'-0" 2'-O" S'-2" 1 2'-b� 1 1'-8" 8'-2"°--• 22'1 ' Q PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2" OR LE55 THAN 4". FROM EACH END OF THE PIECE. R403. 1.b 94'-O 2.) PLATE WA5HER5, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE d THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 6 INCH LARGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 3/4 CONCRETE ROSTI CONTROL- FO- �%�RTION PLAN. STRUCiTI)R1AtL NOTES: INCHES, PROVIDED A STANDARD GUT WASHER IS PLACED BETWEEN THE PLATE WASHER t THE NUT. R602.1 1 ,-_.INTE_RIORZ FOR INTERIOR MOISTURE CONTROL, A 6 -MILS $ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 5.) FOUNDATION PLATE5 OR SILLS THAT REST ON EXTERIOR FOUNDATION WALL5 4 POLYETHYLENE VAPOR RETARDER WITH JOINTS SHEETS SD 1 -SD3 FOR ADDITIONAL INFORMATION. -� ARE LESS THAN 6" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE LAPPED NOT LESS THAN 6 INGHE5 BETWEEN THE BASE SCALE: 1/4" - V -d' 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER OR PRESERVATIVE -TREATED HOOD. COURSE OR SUB GRADE AND THE CONCRETE FLOOR SHEAR WALL SCHEDULE AND TYPICAL DETAILS. O 4.) POSTS, GIRDERS, JOISTS d SUBFLOOR LOCATED IN A CRAWL SPACE MUST Be SLAB PER 2013 GRG SECTION R506,2.8 (DWELLING 3.) MINIMUM SLAB SECTION: 0 NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55 AND GARAGE SLABS.) AND A "CAPILLARY BREAK. Z THAN 1 8" OR WOOD GIRDERS ARE LESS THAN 12" ABOVE THE EXPOSED Q In GROUND. SJ WOOD ROOF TRU55 MEMBERS 8 COMPONENTS SHALL NOT BE GUT, NOTCHED, 2015 GALGREEN SECTION 4.505.2. 1. CAPILLARY NOTE: PRIOR TO CONSTRUCTION, COORDINATE WITH J Q- F DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN BREAK: FINISHED CONCRETE FLOOR AND RADIANT HEAT z O APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRU55 DESIGN SHALL A CAPILLARY BREAK SHALL BE INSTALLED IN REQUIREMENTS (BOTH BY OTHERS) AND CONTACT O Z TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. F J B".00t?.FRAMING: 1) A 4 -INCH THICK BASE OF 1/2 INCH OR LARGER ¢ Q 1 J CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL GLEAN AGGREGATE SHALL BE PROVIDED WITH A A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS VAPOR BARRIER IN DIRECT CONTACT WITH Zn. W SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 150 SOFT OF CONCRETE AND A CONCRETE MIX DESIGN, WHICH SECURELY LOCATED AT MID -DEPTH OF SLAB. D Z UNDER -FLOOR AREA. OPENINGS SHALL 13F LOCATED 50 AS TO PROVIDE CRO55W WILL ADDRESS BLEEDING, SHRINKAGE, AND B- 2° SAND (DELETE AT EXTERIOR SLABS) -SEE O VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT CURLING, SHALL BE USED. FOR ADDITIONAL SOILS REPORT IF APPLICABLE. IL k WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /8' OR OTHER APPROVED MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1 /4" IN INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR DIMENSION, 8408 AGI 302.2R -Ob. SOILS REPORT IF APPLICABLE. SLFREE 2.) CRAWL SPACES SHALL Be PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING 2) OTHER EQUIVALENT METHODS APPROVED BY THE DR D- 4° FREE DRAINING MATERIAL -SEE SOILS REPORT I U / )6 B} : Y_L'� NOT LE55 THAN 1 8" BY 24". R405.4 ENFORCING AGENCY. IF APPLICABLE. WOOD PROTEGT_ION: 3) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN 2088 SgFt TOTAL t.) PROTECTION OF HOOD 4 WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE PROFESSIONAL. E- PROPERLY PREPARED SUBGRADE-SEE SOILS FOLLOWING LOCATIONS BY THE USE OF NATURALLY CURABLE HOOD OR WOOD THAT 15 REPORT IF APPLICABLE. PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U i FOR THE SPECIES,PRODUCT, PRESERVATIVF 6 END USE. Section r317. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT CARPORT: AWPAut. 11 O.G. EA. WAY MAX. A WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 5'! 6 Sc{Ft INCHES OR WOOD GIRDERS WHEN CLOSER THAN TO THE EXPOSED IN EDINITINCHES THE Bul CRAWL SPADES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: FOUNDATION. T B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE EX OSMASONRY EXTERIOR FOUNDATION HALLS ARE LESS THAN 8INGHES FROM THE EXPOSED GROUND, EXTERIOR WALL 2X4 DF#2 AT 16"O.G., UP TO 9'-O"PLATE r• O V E p P -_-LJ�-Ey C. BILLS 4 5LEEPER5 ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT WITH THEJ6 HEIGHTDF STUD AT 16"O.G., UP TO 12'-O"PLATE HEIGHT GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. .2X6 P. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING _PJ1_T_IQ_: ?O SgFt FRONT CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES 4 ENDS M WOOD SIDING, SHEATHING 6 WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A INTERIOR WALLS: 2X6.DF STUD AT 16"O.G, _252 SgFt REAR CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LE55 THAN 21NCHES MEASURED 322 5 Ft TOTAL 4 VERTICALLY FROM CONCRETE 5TEP5, PORCH SLABS, PATIO 5LA55,4 SIMILAR HORIZONTAL S.) SEE DETAIL 5/5DI FOR TYPICAL STUD WALL SURFACES EXF05EP TO THE WEATHER F, WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ELEVATION AND TYPICAL WALL OPENING SGHEDULE, ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS 6.) PLUMBING, 5PRINKLER, AND MECHANICAL SEPARATED FROM SUCH FLOORS OR ROOPS BY AN IMPERVIOUS MOISTURE BARRIER 6. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE SUBCONTRACTORS SHALL COORDINATE ALL WALL DATE: INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW 6RADE EXCEPT PENETRATIONS WITH FRAMING SUBCONTRACTOR. -7/13/201 F7 WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL 4 THE FURRING STRIPS OR FRAMING MEMBERS -1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND SCALE: 2.) LUMBER 4 PLYWOOD REQUIRED TO Be PRE59URE-PRESERVATIVE-TREATED IN ACCORDANCE FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT WITH SECTION R316.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY. 5.) WOOD/PLASTIC COMP051TE5 USED IN EXTERIOR DEGK BOARDS, 5TAIR TREADS, HANDRAILS 4 TO THE ENGINEER OF RECORD. SHOW N GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS THE PROVISIONS OF ASTM D 1082. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE �����E� Moss o DEMONSTRATING COMPLIANCE WITH 4.) NPAREAS OTECTI TUSH LL BE ONE FROM THE FOLLOESASIN HOPS OR A TABLE COM51N TI t.OFTHETHODS : TREATED WITH TREATMENT PROCESS AND APPLICATION COR CODE COMPLIANCE Or PROTECTION SHALL BE ONE OF THE FOLLOWING METHOD50RAGOMBINATION OF THESE APPROPRIATE FOR FOR METHODS: A. CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R518.2. EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. J/^///1=;\/ O O B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED AOCORDING TO THE LABEL. C. PRE55URE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE HITH THE PROVISIONS OF 9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN q JUL 2 9 2Oi6 b�-'��� Q WOW SECTION R511. 1. COMPLIANCE WITH 201 3 GBG FASTENING SGHEDULE, 4� 1. SHEET PERM[ D. NATURALLY DURABLE TERMITE-RE515TANT HOOD. TABLE 2304.9.1, UNLESS NOTED OTHERWISE. BUTTE Q(A)NTV (�'EVcLhHPt)FNTrrL3EFIVI IP�E'i�(ES E PHY5ICAL BARRIERS AS PROVIDED IN SECTION R316.3 6 USED IN LOCATIONS AS SPECIFIED IN SOLP-F R318.1. F. 5ECTO ORMEp STEEL FRAMING IN AGGORDANGE WITH SECTIONS R505.2.1 a R603.2.1. (gp� AND E jIIEWED FOR ® TRO AND P,SSOCI TES \{1 V Pi a7 I•' S G 5.) CHEMICAL TERMITICIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/OR FIELD APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD OF TREATMENT OF(�'q� FBS I%�, IIgyE �/�J, R C E C,/wO D E O � CODE THE CHEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH THE TERMITIGIDE LABEL b,) APPROVED PHYSICAL BARRIERS, 5UCH AS METAL OR PLASTIC SHEETING OR COLLARS 0.l 1 C 1 4�� ^T`° `• 7 - SPECIFlCALLY DESIGNED FOR TERMITEPREVENTION, SHALL BE INSTALLED IN A MANNER TO T`1 / BY `' ®ATE-�dy- PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION ®COPYRIGHT 201 6 NoQ�22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 uffi- 383 RIO LINDO AVENUE>'200 GHIGO,GA 95926 i PHONE: (530) 321-1242 CELL (530) 592-4401 WORK ��� EMAILADDRESS: Max@CadMama.com EMAIL ADDRE55: Ryland@SummltGhico.com __ __. CAUsers\Lynn\DOCument5\Chief Xa Elans\Sally Mau\Mau ReSldenoe.layout OWNER: SALLY MAU (530)893-3161 HOME (530)811 CELL EMAIL ADDRESS: ThePaperTale@SSCGlobatnet LYNN SMITH - CHICO, CNG AMORE 95913 VALLEY ROAD, (530) 891-0585 WORK " (530) 514-0585 CELL Lmxs.m... ATT -T EMAIL ADDRESS: LynnSmlth32@ATT.net ROOF 4 CEILING FRAMING 1.) ATTIC VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE GROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1"OF AIRSPACE 15 REQUIRED BETWEEN THE INSULATION d THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 150 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE d THE BALANCE PROVIDED BY SOFFIT VENTS. R806 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/500 OF THE AREA HHEN AT LEAST 40% d NOT MORE THAN 50% OF THE REQUIRED VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 S.) ATTIC AGGES5: AN OPENING NOT LE55 THAN 20" BY 30" SHALL BE PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE AGGE55 OPENING. R80 -f.1 SAFETY GLAZING; HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: 1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED d OPERABLE PANELS OF SLIDING DOOR d BIFOLD ASSEMBLIES; d GLAZING IN STORM DOORS. 2.) GLAZING IN DOORS d ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS d SHOWERS, d GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS INHERE THE BOTTOM EXF05ED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE A STANDING SURFACE. 5.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING I5 WITHIN A 24" ARG OF EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION d WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE THE WALKING SURFACE. THI5 PROVISION DOES NOT APPLY WHEN THERE 15 AN INTERVENING WALL BETWEEN THE DOOR d GLAZING, WHERE AGGE55 THROUGH THE DOOR 15 A CLOSET 3' OR LE55 IN DEPTH, OR TO GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER THAN THE WALL TOWARDS WHICH THE DOOR SWINGS. 4.) GLAZING WHERE THE INDIVIDUAL PANE 15 GREATER THAN 9 SOFT, HAS A BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR e A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, 415 ADJACENT TO A WALKING SURFACE. 5.) GLAZING ADJACENT TO 5TAIRNAYS, LANDINGS 6 RAMPS WITHIN. 36" HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE GLASS 15 LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 6.) GLAZING ADJACENT TO 5TAIRNAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF THE GLASS 15 LESS THAN 60" ABOVE THE NOSE OF THE TREAD. SITE ADD_R-E55: DUILDIN65 SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE e VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST NTH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM STROKE WIDTH OF 1/2 INCH. INHERE AGGE55 I5 BY MEANS OF A PRIVATE ROAD d THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC NAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE U5ED TO IDENTIFY THE STRUCTURE. R31 9.1. GREEN PLANNING 4 DE51ON: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT ER05ION d RETAIN SOIL RUNOFF ON THE SITE 4.106.1: A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM NATER ON THE SITE. B. WHERE STORM NATER IS CONVEYED TO A PUBLIC DRAINAGE 5Y5TEM, COLLECTION POINT, GUTTER OR 51MILAR DISPOSAL METHOD, NATER 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 NATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SHALES, WATER COLLECTION d DISPOSAL 5Y5TEMS FRENCH DRAINS, HATER RETENTION GARDENS d OTHER WATER MEASURES WHICH KEEP SURFACE HATER AWAY FROM BUILDINGS d AID IN GROUNDWATER RECHARGE. 4.106.3 WATER EFFICIENCY 4 CONSERVATION:. INDOOR HATER CON5ERVING PLUMBING FIXTURES d FITTINGS, SHALL COMPLY NITH THE FOLLOHIN6 4.303.1: A. HATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FL05HE5 6 ONE FULL FLUSH. 4.303.1.1 B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 G. SINGLE SHONERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 .PSI. 4.303.1.3 D. MULTIPLE 5HOHERHEAD5 SERVING ONE SHOWER: THE COMBINED FLOW RATE OF ALL 5HOHERHEAD5 AND/OR OTHER 5HONER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOVER SHALL BE CONSIDERED A SHOWERHEAD. E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 601-51. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 F. KITCHEN FAUGET5: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 P51, KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI. d MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 P51. NOTE: HHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.503.1.4.4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER d INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CONTROLLERS SHALL BE HEATHER- OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A 5EPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. MATERIAL CONSERVATIOsI.4_RESOURGE_EFFIGIENGY: 1.) RODENT PROOFING ANNULAR SPACES AROUND PIPE5. ELECTRIC GABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF ROVENT5 BY CLOSING SUCH OPENINGS WITH GEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 2.) CONSTRUCTION HASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION d DEMOLITION HASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION d DEMOLITION HASTE MANAGEMENT ORDINANCE. 4.408.1 EXCEPTIONS: A. EXCAVATED 501L d LAND -CLEARING DEBRIS. S. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FAGILITIE5 CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXI5T OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE G. THE ENFORCING A6ENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THI5 SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 3.) _C_ON5TRUCTION.HASTE-M NNAGEMENT PLAN: 5UBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CONSTRUCTION WASTE MANAGEMENT PLAN 5HALL BE UPDATED AS NECESSARY d SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.408.2 A. IDENTIFY THE CONSTRUCTION d DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY REGYGLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. B. SPECIFY IF CONSTRUCTION d DEMOLITION HASTE MATERIALS HILL ISE SORTED ON-51TE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). G. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION d DEMOLITION HASTE MATERIAL HILL BE TAKEN. D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION d DEMOLITION HASTE GENERATED. E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION d DEMOLITION HASTE MATERIALS DIVERTED SHALL BE CALCULATED BY HEIGHT OR VOLUME, BUT NOT BY BOTH. 4.) HA5TE MANAGEMENT COMPANY: UTILIZE A HASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, HHIGH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION d DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES NITH 5EGTION 4.408.1. NOTE: THE DINNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION d DEMOLITION HASTE MATERIALS HILL BE DIVERTED BY A HASTE MANAGEMENT COMPANY. 5.) HA.5TE STREAM_REDUOTION. ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION d DEMOLITION WASTE DISPOSED OF IN LANDFILLS, HHIGH DO NOT EXCEED FOUR (4) LBSYSO. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION HASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY NHIGH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. A. SAMPLE FOP M5 FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RESIDENTIAL)" LOCATED AT NHN.HCD.CA.GOV/ CALGREENATML MAY BE USED TO A5515T IN DOCUMENTING COMPLIANCE WITH THIS SECTION B. MIXED CONSTRUCTION d DEMOLITION DEBRIS (GSD) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING d RECOVERY(CALRECYCLE. 7) OP€RATION_ 6 MAINTENANGE_MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT D156, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN NITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION d MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT d APPLIANCES, INCLUDING WATER-5AVING DEVICES d SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS d OTHER MAJOR APPLIANCES d EQUIPMENT. B. ROOF d YARD DRAINAGE, INCLUDING GUTTERS d DOWNSPOUTS. G. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS d AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS E. HATER REUSE SYSTEMS. B. INFORMATION FROM LOCAL UTILITY, WATER d WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RE5OURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS d LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETNEEN 30-60 PERCENT d WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE d IRRIGATION DESIGN d CONTROLLERS WHICH CONSERVE WATER. 7. INSTRUCTIONS FOR MAINTAINING GUTTERS d DOWNSPOUTS 6 THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 6. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTIN(5, GRADING AROUND THE BUILDING, ETC, 9. INFORMATION ABOUT STATE 50LAR ENERGY d INCENTIVE PROGRAMS AVAILABLE. 10. ACOPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. CONTINUED ON PAGE (, EDGE N ROOF PLY DRAG TRL TYF EDGE N, ROOF PLY DRAG TRU DOW NSF CONNECT T YARD PRAI CLIP DRAG TRUSS I Tr' I I u' _, I __ � a III 1 T_ X RAMIREZ - GOLDEN 5UN DESIGN - ENERGY CALCS 189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ONE: (530) 321-7242 CELL 41LADDRESS: Max®CadMam800m PITCH ROOF PLAN 5TRUGTURAL NOTES: 2 / 1:2 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1 -SD3 FOR ADDITIONAL INFORMATION. SCALE: 1/4" 1'-O" 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN 1) ROOF COVERING SHALL BE STANDING SEAM METAL RATING 52/16, EXPOSURE 1 STRUCTURAL PANELS, ROOFING. APPLIED WITH LONG DIMEN51ON ACR055 SUPPORTS 2) ROOF PITCH SHALL BE 2:12, TYPICAL, U.N.O. AND ADJACENT PANELS STAGGERED WITH 4' ENDS 3) ROOF OVERHANG SHALL BE 30" AT OVERHANG 8 24" OFFSET 4'. EDGE NAIL WITH Sd COMMON OR AT GABLE ENDS, UNLE55 OTHERWISE NOTED. EQUIVALENT (0, 13 1" DIA X 2 1/2") AT 6" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW 2986 SOFT OF ATTIC, SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN A I DIVIDED BY 150 SUPPORTS AT ABUTTING PANEL EDGE5. 19.91 ------------ ---OFT of REaU---- D NET FREE VENTILATION AREA (NEVA) _ 3,) SEE NOTE SECTION 8-5N FOR ROOF TRUSSES BY ---- - ---- --- ------ --- ---- RECTANGLEGABL ENP VENTS OTHERS. 14.28 SOFT (8)14'x30" GABLE END VENT (185 50 IN EACH) - 1.285 SOFT 4.) TYPICAL MINIMUM HEADER BELOW, U.N.O., SHALL BE BY CONSTRUCTION METALS, INC. OR FOUAL 4X 10 DF #2 AT 4X WALLS AND 6X8 DF#2 AT 6X WALLS. 10.2a SOFT OF UPPER NFVA 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS _---- _--- AND CONTINUE IN WALL TO FOUNDATION. _10,35 SaFT-(21)51/2"X221/2•EAVEVENTS 0150 IN EACH) -.0.4g3SOFT 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BY CONSTRUCTION METAL5 OR EQUAL BEAM TO BEAM, BEAM TO POST, AND POST TO F05T CONN'S WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, 10.55 SGFT OF LONER NFVA U.N.O. PER PLAN AND DETAILS. ___ _ _ -7J ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND 20.65 TOTAL SOFT OF VENTS(NFVA) FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. SJ ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXP05URE ACCORDING TO MFR'5 WRITTEN GUIDELINES. 9.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER A5 TRUSS DESIGNS BECOME AVAILABLE FROM TRU55 MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRU55 REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 1 COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE -,2-a PERMIT # 04.q.1, UNLESS NOTED OTHERWISE. _-J s �2 611 ECOUNIITYD�ELIJf�PAFNT��ViCf& REVIEWED FOR REVIEWED C'O M P L - �nA N E FOR CODE COMPLIANCE DATE JUL 2 9 2016 1 � I muC I uRAL VC716N - b KUC,I URALE IO LINDO AVENUE #200, CHICO, CA 95926 592-4407 WORK ADDRESS: Rylando5ummlt0hico.com G:\Users\Lynn\Documents\Chief Xe Plans\sally Mau\Mau Re5iden6e.layout OWNER: SALLY MAU (530)893-B 161 HOME (530)864-1669 CELL EMAIL ADDRESS: ThePaperTaIWOSSCGlobal.net TRF AND ASSOCIP. i ES NSPOUT GT TO DRAIN BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID M15TAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: kn (550)-0585 19 YGAMORE VALL@YROAO CNIc . GAWFORNIA 95975 LYNNBMITH520ATT.NET ENERGY CALOS BY: 4' GOLDEN SUN DESIGNS MAX. // RAMIREZ 7/13/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATION5. THE ENGINEERS STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH N V J Q +i U � O o� NW J�WZ Q Z O O W IL>-'IdW LL LL Nr In Lu 13 13 OOZ�wd LIVABLE: 2088 5gFt TOTAL CARPORT: 5'76 SgFt COVERED PATIO: -70 BLIFt FRONT __2.52. SgFt REAR 322 5gFt TOTAL DATE: -7/13/2016 SCALE: SHOWN Moss (Oa�I ss/ it V� U �I711 U SHEET vs 0 COPYRIGHT 2016 199 5YOAMORE VALLEY ROAD, 1 CILC0 OA 95973 (530) 891-0585 WORK ' (530)514-0585 CELL r EMAILADDRE55: Lynn5mlth32®ATT.net I 11 n- n -I -I- S_ 6 O V- U) W T I O 2 zr W 13 Q L I l� J T 0o O tu m wz !'1 LII w Q y y <n� IL fti UJ z v ■■ Eu < O V• ^, (Z Q�y N V J Q +i U � O o� NW J�WZ Q Z O O W IL>-'IdW LL LL Nr In Lu 13 13 OOZ�wd LIVABLE: 2088 5gFt TOTAL CARPORT: 5'76 SgFt COVERED PATIO: -70 BLIFt FRONT __2.52. SgFt REAR 322 5gFt TOTAL DATE: -7/13/2016 SCALE: SHOWN Moss (Oa�I ss/ it V� U �I711 U SHEET vs 0 COPYRIGHT 2016 199 5YOAMORE VALLEY ROAD, 1 CILC0 OA 95973 (530) 891-0585 WORK ' (530)514-0585 CELL r EMAILADDRE55: Lynn5mlth32®ATT.net I 11 n- n -I -I- TRUS5E5.0 24"_c/ -c DESIGN d CALCS BY OTHERS LAND_IN65: HVAC COND.UNIT. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE PROVIDE 220V ELECT. THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED DISCONNECT WITHIN 25'. THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR aI T ` SEE ENVIRONMENTAL DOES NOT SWINGOVER THE LANDING. CRC R311.3.2. F.F 1,''_sIPE <MLZ "` At. * " L - -" I aN"QUALITY NOTE 13. SCALE: 114"- 1'-O" STANDING SEAM METAL ROOFING ROOF V]EITILATION: l k/PG 1 Rf6 FPI T /1\/PR t /O" Inv D1 c -_ .a . e....� STANDING_SEAM_MFTAL ROO.FINO OVER 15# FELT OVER 1/.2" GDX PLYWOOD OR 055 WITH Sd'5 AT 6", 12" c/o. PITCH 4 / 12 1 O' PLATE HEIGHT A H ATPO— RCS .. pOWN5POUT LIGHT 6"xb" POSTS HVAC COND. UNIT HVAC, GOND, UNIT: PROVIDE 220V ELECT. DISCONNECT WITHIN 25'. SEE ENVIRONMENTAL QUALITY NOTE I$. STANDING SEAM METAL ROOFING_ OVER 15# FELT OVER 1/2" GPX PLYWOOD OR OSB WITH Sd'S AT 6", 12" C/c. PITCH 2 / 12 ROOF MOUNTED SIGHT' S(I7 SCALE: 1/4" m 1'-O" STANDINy_5 METAL..ROO 1 Hr, PITCH 2 / 1: 1 2' PLATE HEIGH- T ATPORCH pOWNSPOUT FA501A_$ OUTTER: CONNECT TO 2"x3" DOWNSPOUTS FINISHED GRADE �-T I .'1•'.I t-mXi.g,-H_...ice,... LANDINGS_ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT Be MORE THAN 1.75 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DO.5 NOT SWING OVER THE LANDING. CRC R311.3.2. DOWNSPOUT I 6"xb" P05T5 STANDING SEAM METAL ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513WITH Sd'5 AT 6", 12"c/c. PITCH 2 / 12 _T-RUSS€5-_24"..c/c DESIGN. B CALG5 BY OTHERS OUTDooR_LtGHT5; LANDINGS, MUST BE INCANDESCENT W/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF SW TGH, MOTION h THAN 1.75 INCHES BELOW THE TOP OF THE THRESHOLD,PROVIDED DETECTOR 6 PHOTO CONTROL�� I ". THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. CRO R511.5.2. ROOF. VENTILATION: SEE ROOF PLAN 6 ROOF VENTILATION GALGS. ' _•"" .L 9' PLATE HEIGHT G. ALPORT: 'A '40 717 SCALE: 1/4" m 1'-O" STANDINy_5 METAL..ROO 1 Hr, PITCH 2 / 1: 1 2' PLATE HEIGH- T ATPORCH pOWNSPOUT FA501A_$ OUTTER: CONNECT TO 2"x3" DOWNSPOUTS FINISHED GRADE �-T I .'1•'.I t-mXi.g,-H_...ice,... LANDINGS_ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT Be MORE THAN 1.75 INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DO.5 NOT SWING OVER THE LANDING. CRC R311.3.2. DOWNSPOUT I 6"xb" P05T5 STANDING SEAM METAL ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513WITH Sd'5 AT 6", 12"c/c. PITCH 2 / 12 _T-RUSS€5-_24"..c/c DESIGN. B CALG5 BY OTHERS OUTDooR_LtGHT5; LANDINGS, MUST BE INCANDESCENT W/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF SW TGH, MOTION h THAN 1.75 INCHES BELOW THE TOP OF THE THRESHOLD,PROVIDED DETECTOR 6 PHOTO CONTROL�� I ". THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. CRO R511.5.2. ROOF. VENTILATION: SEE ROOF PLAN 6 ROOF VENTILATION GALGS. ' _•"" .L 9' PLATE HEIGHT G. ALPORT: Q ATGY gRPORT i 576 SgFt r T.0 `2 GOA_T__STUGGO: 26 Ln r APPLIED OVER 2 LAYERS W lS I OF GRADED PAPER PATIO: Z HB '10 5gFt FRONT 252 SgFt REAR Om PROVIDE ENERGY HEEL, 1_ IL I SCALE: 114"- 1'-O' AT FRONT PORCH 5TANPIN6_SEAM METAL ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8d'5 AT 6", 12" c/c. PITCH 2 / 1:2 TRUSSES 0,24"G/_c DESIGN S GALGS BY OTHERS v e 1468FX 3068 1468FX HVAC GOND UNIT, r4'I4k4 NH41�5 i rn $'cSv'# b::x bii fir„1 .n a ksl` t 2v"� uvE '' POST5 2 COAT STUCCO:'.. APPLIED OVER 2LAYERS �u�.J 4{.eU eH .•v,`✓ NL :?i Y "-: .. OF GRADE D PAPER H. :dry y HVAC.GOND_,S1NIT: OUTDOOR LIGHTS: LANDINGS: PROVIDE 22OV ELECT. MUST BE INCANDESCENT W/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE DISCONNECT WITHIN 25'. MANUAL ON-OFF SWITCH. MOTION - THAN 7.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED SEE ENVIRONMENTAL DETECTOR d PHOTO CONTROL THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. ORO R511.3.2. QUALITY NOTE 13. SCALE: 1/4" - 1'-O" MAX RAMIREZ - GOLDEN SUN DE516N - ENERGY CALC5 SUMMIT STRUCTURAL DESIGN - STRUCTURAL E' 22189 SAM50N AVENUE, CORNING, CALIFORNIA 96021 553 RIO LINDO AVENUE #200. CHICO, GA 95926 PHONE: (530) 321-1242 CELL ^' (530) 592-4401 WORK EMAIL ADDRE55: Max@CadMamaCOm EMAIL ADDRE55: Rylando5ummltOhicoXom 5OLAR_FANELS: ROOF MOUNTED 2" ABOVE PAVED AREAS, 4 ABOVE SOIL. BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTING BY: (530)691-0985 1 M YOAMORE VALLEY ROAD CMKO, GALIPORNA 999'IS LYNNBMITH520ATT.NET ENERGY CAI -GS BY: !`,'' GOLDEN SUN \j DESIGNS. MAX ''k TA RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'5 STAMP ON TH15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH N X 0 F Q W J W 0 Lu W H X W LIVABLE: FASCIA -4 GUTTER: 2088 SgFt TOTAL CONNECT TO 2'X3" DOWN5POUTS G. ALPORT: Q i 576 SgFt T.0 Q- Ln n: pOWNSPOUT W lS I A Q' PLATE HEIGHT PATIO: Z zr '10 5gFt FRONT 252 SgFt REAR Om PROVIDE ENERGY HEEL, A IL I 26" FROM BOTTOM OF IT �.� vp ;Opp SHEATHING. Oto DATE: w_ Z zI "7/15/201 6 LU LU SCALE: FOR CODE COMPLIANCE Ill 5HOAN [A JUL 2 9 2016 lu „( z M <O NN 1— d) N N X 0 F Q W J W 0 Lu W H X W LIVABLE: FASCIA -4 GUTTER: 2088 SgFt TOTAL CONNECT TO 2'X3" DOWN5POUTS REVIEWED FOR O�OM' 0� �✓�E DATE 2 � l-� BY — 0 COPYRIGHT 2016 G:\U5eY5\Lynn\DOCument5\Chief X8 PIan5\5ally Mau\MSU Re5ldence.layoutLYNN SMITH - DRAFTING OWNER: SALLY MAU ITtMr 199 SYCAMORE VALLEY ROAD, (550)593-3161 HOME (530)864-1669 CELL CHICO, GA 95973 EMAIL ADDRESS: ThePaperTaleU5BG6I0bal.net (550) 691-0595 WORK (550)514-0585 CELL L-5-6 2u6i"..Tse.+ EMAILADDRESS: Lynn5mlth52@ATTAet I I 11J�I G. ALPORT: A 26" ENERGY HEEL 576 SgFt s: n: pOWNSPOUT COVERED A Q' PLATE HEIGHT PATIO: TRU55 NOS_ '10 5gFt FRONT 252 SgFt REAR PROVIDE ENERGY HEEL, 322 5gFt TOTAL 26" FROM BOTTOM OF BOTTOM CHORD TO ROOF SHEATHING. DATE: REVIEWED "7/15/201 6 SCALE: FOR CODE COMPLIANCE 5HOAN JUL 2 9 2016 2088 T RB AND ASSOCIATES VICES - SHEET REVIEWED FOR O�OM' 0� �✓�E DATE 2 � l-� BY — 0 COPYRIGHT 2016 G:\U5eY5\Lynn\DOCument5\Chief X8 PIan5\5ally Mau\MSU Re5ldence.layoutLYNN SMITH - DRAFTING OWNER: SALLY MAU ITtMr 199 SYCAMORE VALLEY ROAD, (550)593-3161 HOME (530)864-1669 CELL CHICO, GA 95973 EMAIL ADDRESS: ThePaperTaleU5BG6I0bal.net (550) 691-0595 WORK (550)514-0585 CELL L-5-6 2u6i"..Tse.+ EMAILADDRESS: Lynn5mlth52@ATTAet I I 11J�I 9' PLATE HEIGHT A LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW 50 CFM EACH NUMBER OF BATHROOMS - 5 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - -70 FT. LOCAL VENTILATION RATE SUMMARY KITCHEN KITCHEN FAN FLOW = 180 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 GFM WHOLE HOUSE FAN DUCT SIZE - 1 6 INCH MAX. -A -"-O N_ABLE�-PUGT�E1�tGTH �N_O LIMIT Qfan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA N_bj -_LUZ16EROFj�ED_9OOMS_(MIN_ 1.) Qfan - (O.O 1 X Afloor) + (-1.5 x (Nbr + 1)) Qfan - (20.41) + 0.5 X (3+1)) Of an - 20.9 + 30.0 Qfan= 50.9 (ROUNDED TO 5.1_GFM) 1 SEE NOTE 50. HTS: SEE NOTE 30. ELEGT,_SERVIGE_ 200 AMP SERVICE 56" TO DOOR/WINDOW. NOT ® SR. OR CLOSET; NO VENT NAN I aV, 5'H. 48"H MIN. -I 5" MAX. 'GONFIRMLOGATION' GFCI V EXTERIOR REGEP_TAOLE5: SEE NOTE 29. -STANDING_SEAM METAL ROOFING_ OVER 15#FELTOVER 112"r -PX PLYWOOD OR 0513 WITH 8d'S AT 6", 12" C/C. PITCH 2 / 12 BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOMLIGHT_5: SEE NOTE 21. BATHROOM EXHAUST. FANS: SEE NOTE 23 TkI OR_5HOWER FIXTURES: SEE NOTE 22. TOILETTZOOM: SEE NOTE 25. TRUSSES @ 24"C/O DE516N 4 GAL05 BY OTHERS HVAC GOND. UNIT:. SEE ELECTRICAL NOTE 32 t ENVIRONMENTAL QUALITY NOTE 1"I. BATHROOM REOEFTAGLES SEE NOTE 20. BATHROOMJ-LGHTS: /-• \ SEE NOTE 2 1. BATHROOM. EXHAUST FANS: ,� FXTFRInR RF/.FPTA/I Fc,. cvv vnrc oa EXTERIOR. LIGHTS: SEE NOTE 30. ARG-EAULT GROUNp FAIII<_T CIRCUIT-INTERRUPSER PROTECTION: SEE NOTE 2. IAMPES.-RE515TANT- RECFPSAOLES:. SEE NOTE 3. RPC FPTACLEIOCAT tO N rz. SEE NOTE 4. 2 GOAT_ 5TUG00_ APPLIED OVER 2 LAYERS OF GRADE D PAPER. 2° X 4° STUDS ® 1 6" G/G STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE 501L. FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS DOOR BELL'-NP EL'- NP GFGI L LOCATION EXTERIOR REGEPTACLE5: SEE NOTE 2q. TRUSSES _Q 24 C/4 DESIGN d 6ALG5 BY OTHERS ATTIG_IN5ULATION AS PER ENERGY GALLS 5/8" GYP. BD. W PLATE HEIGHT 2" X 6" 5TUD5 U 1 6" c/c INSULATION VALUES: R-60 ATTIC INSULATION R-40 WALL INSULATION R-6 UNDER SLAB INSULATION 4' CONCRETE SLAB OVER 2' RIGID FOAM INSULATION GRAVEL FILL SCALE: 114" - 1'-0" -S-TAN.DIN6.5F_ x_M METAL. ROOFNG_ OVER 15# FELT OVER 112"r -PX PLYWOOD OR OSB WITH Sd'S AT 6", 12"r -lo. PITCH 2 / 12 1 /2" GYP. BD. SEE NOTLF 90. NOTE: PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNEGTS, FU5E5, SWITCHES 4 THEIR ACCESSORIES. CENTER OF THE SUB PANEL GRIP NOT MORE THAN ABOVE FLOOR CEO 404.5 NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHE5 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEO, ARTICLE 250 REQUIREMENTS FOR GROUNDING 4 BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. ROOF VENTILATION:. SEE ROOF PLAN 4 ROOF VENTILATION GALOS. A 1 2' PLATE HEIGHT TRUSSES 2.4''.cic D D DESIGN 4 GALLS BY OTHERS D �1(10000(10(100000oonno�oof)noo(lfl000no(lflnnni 2" X 6" 5TUD5 L5 16" CIO 5/5" GYP, BD.. DOUBLE WALL 2" x 4" STUDS o 16" c/c 10" O.S. EDGE TO 0.5. EDGE MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL E 2218q 5AM50N AVENUE, CORNING, CALIFORNIA 96027 „rt 383 RIO LINDO AVENUE >•200, GHIGO, GA 415926 PHONE: (530) 321-7242 CELL (530) 592-4401 WORK EMAIL ADDRESS: Maxocalmama.com EMAILADDRESS: Ryland®5ummltchico.com SCALE: 1/4" - 1'-0" ELEG_TRICAI 2013 C,E,G.. ALL AREAS: 1,) REFER TO THE MAN7ATOBY MEA SURES FOR RE5IP NT1ALLIGH.TIN6_ MEA_5URE5 ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANOR_r IRCiUIT5.. PROVIDE ARC -FAULT 6ROUND FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE. 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEG ART. 210.12 (B). 3.) RFCEPTAGI-FS. BELOW ALL 125 VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEG ART. 406.12. 4.) RECEPTACLE ROGATIONS; 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. CEO ART. 210.52 (A). 5.) LAMP HOLDERS: 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 201 3 GEG 5EGTION 3 14.23. OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEO SECTION 314.2-1 (A) d (D). 6.) WHOLE HOUSE3'A_NS- PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) GBI1,I146FANS_(NLLIG111 FLOURSCENT W/ 5WITGH OR INCANDESCENT W/ DIMMER 5WITGH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS; PROVIDE A MIN. OF 50 CFM FANS (20 GFM FOR CONTINUOUS VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) 1 i.) MAINELE(:eRICAL SERYJ6F:_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN e BOB PANEL KITCHEN, PANTRY 4 DINING AREAS: 12.) KITCHEN L*-HTNSz. TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C 13.) ISLAND OR_I'.ENINSULA_: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. GEG ART. 210.52 (C) (245) AND ART. 210.6. 14.) SMALL- .APPLIANOE-41RO ME: 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 CEO ART. 210.52 (B). 15.) COUNTERTOP. RECEPTACLES 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 CEO ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL BE GPI PROTECTED. LAUNDRY 4 UTILITY ROOMS: 16.) LAUNDRY 4 UTILIT`LROOM. REGEPTACLF_0VTLET.Sa SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 210.11 (C) (2). 17L) DRYER OUTLET.- PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEG. BEDROOM: 16.) SMOKF,PFTEGZOR5: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE DWELLING. SMOKE/GAR50-N__MONS2XDE.ALAR_M53 PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE 70 BE INTERCONNECTED IN SUCH A MANNER THAT THE A071VATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR SMOKE ALARMS. 1 9.) CLOSE151161+15: PER C.E.2 BATHROOMS: 20.) DATAROOM RECEPTACLE_ OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 2 10.1 1 (C) (3). 21.) BAT_HROOM_LIGHTS PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 22.) LIC HT-FIXTURE5_IN_TUB ORSNOWER.ENGL25URE5: TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER CEO ART. 4 10. 1 O (A) 4 (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF INTERMITTENT - 20 GFM FOR CONTINUOU5 VENTILATION. B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIP157AT WHICH SHALL BEREADILY AGGE551BLE. G.J HUMID15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. DATHROOM-NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A ROOM WHIGH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) INHOlE.BUILDINS,V€N_LLATION;_ ONE OF THE BATHROOM EXHAUST FANS, AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING. A.) A MINIMUM CFM RATING OF 15 GFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS- INSTALL FLUORESCENT OR OTHER O.E.C. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS (5ARAGE: 26.) 614,RA6E RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT 5WITCH 70 HAVE VACANCY SENSOR_ 1 -I61 -I5 TO BE HIGH EFFICACY. 21.)GAR_AGEFIREYiALL: PROVIDE A 24" SEPARATION BETIMEEN REGEPTAOLE 4 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 D15TANC-E OF NOT LESS THAN 24". EXTERIOR: 29.) EXTERIOR REOEPTAGLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI PROTECTED. CEO ART. 210.8(3). 30.) OUIDOORILGIITING; TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 ALLOWED BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 -- ARCH D (24" X 36" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN '.. TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR/ HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRRAIN6 BY: H Ili (590)891-058$ 19 YGAMORE VALLEY RORO '. GRIGO, GALIFdFNIA 9$41'15 ' LYNNSMITH52®ATT.NET ENERGY CALC5 BY: ``I'' GOLDEN SUN �Q�DESIGNS 100 . 7041 T A MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON. TH15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -511 ProjectTitle Date 1 106 .5TAN4LEY' AVENUE, 61HI00, OA'.. 5/24/201 6 At least 50% of the total wattage of permanently installed luminaires in the kitchen must be in liminalres that are high efficacy luminaires as dlined in Table .150 G Luminaires that are not high efficacy must be switched separately:. Kitchen Lighting Schedule. Providethe following informatfonfor allluminaires to be installed in kitchens_ efficacy luminaires as dwtined in Table 150-C. Luminaires that are not high efficacy must be switched separately.: Luminaire Type. High Efficacy Wafts x QuanC€fi - High EfficacylNafts or Otherwaffs b'LED! CAN Yes X mo 15 x O _. :O 4' LE.D. CAN Yes X No q x 5 = 45 2' LED. PUCK Yes X No 2 x O - O / 4 BULB FL STRIP Yes X No 56 x O = O 2 BULB FL STRIP Yes X No 25 x p - O UNDER CAB. PUCK Yes X No 2 x 0, O- LED, PENDANT. Yes X No Cl x 3 27. TOE KICK Yes X 'No 05 x O = O Yes No. x - I -..Total -A: -12 B: 1 0 COMPLIESIFA>B .Yes k NC 9' PLATE HEIGHT A LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW 50 CFM EACH NUMBER OF BATHROOMS - 5 DUCT 51ZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - -70 FT. LOCAL VENTILATION RATE SUMMARY KITCHEN KITCHEN FAN FLOW = 180 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 GFM WHOLE HOUSE FAN DUCT SIZE - 1 6 INCH MAX. -A -"-O N_ABLE�-PUGT�E1�tGTH �N_O LIMIT Qfan - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA N_bj -_LUZ16EROFj�ED_9OOMS_(MIN_ 1.) Qfan - (O.O 1 X Afloor) + (-1.5 x (Nbr + 1)) Qfan - (20.41) + 0.5 X (3+1)) Of an - 20.9 + 30.0 Qfan= 50.9 (ROUNDED TO 5.1_GFM) 1 SEE NOTE 50. HTS: SEE NOTE 30. ELEGT,_SERVIGE_ 200 AMP SERVICE 56" TO DOOR/WINDOW. NOT ® SR. OR CLOSET; NO VENT NAN I aV, 5'H. 48"H MIN. -I 5" MAX. 'GONFIRMLOGATION' GFCI V EXTERIOR REGEP_TAOLE5: SEE NOTE 29. -STANDING_SEAM METAL ROOFING_ OVER 15#FELTOVER 112"r -PX PLYWOOD OR 0513 WITH 8d'S AT 6", 12" C/C. PITCH 2 / 12 BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOMLIGHT_5: SEE NOTE 21. BATHROOM EXHAUST. FANS: SEE NOTE 23 TkI OR_5HOWER FIXTURES: SEE NOTE 22. TOILETTZOOM: SEE NOTE 25. TRUSSES @ 24"C/O DE516N 4 GAL05 BY OTHERS HVAC GOND. UNIT:. SEE ELECTRICAL NOTE 32 t ENVIRONMENTAL QUALITY NOTE 1"I. BATHROOM REOEFTAGLES SEE NOTE 20. BATHROOMJ-LGHTS: /-• \ SEE NOTE 2 1. BATHROOM. EXHAUST FANS: ,� FXTFRInR RF/.FPTA/I Fc,. cvv vnrc oa EXTERIOR. LIGHTS: SEE NOTE 30. ARG-EAULT GROUNp FAIII<_T CIRCUIT-INTERRUPSER PROTECTION: SEE NOTE 2. IAMPES.-RE515TANT- RECFPSAOLES:. SEE NOTE 3. RPC FPTACLEIOCAT tO N rz. SEE NOTE 4. 2 GOAT_ 5TUG00_ APPLIED OVER 2 LAYERS OF GRADE D PAPER. 2° X 4° STUDS ® 1 6" G/G STUCCO WEEP SCREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE 501L. FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS DOOR BELL'-NP EL'- NP GFGI L LOCATION EXTERIOR REGEPTACLE5: SEE NOTE 2q. TRUSSES _Q 24 C/4 DESIGN d 6ALG5 BY OTHERS ATTIG_IN5ULATION AS PER ENERGY GALLS 5/8" GYP. BD. W PLATE HEIGHT 2" X 6" 5TUD5 U 1 6" c/c INSULATION VALUES: R-60 ATTIC INSULATION R-40 WALL INSULATION R-6 UNDER SLAB INSULATION 4' CONCRETE SLAB OVER 2' RIGID FOAM INSULATION GRAVEL FILL SCALE: 114" - 1'-0" -S-TAN.DIN6.5F_ x_M METAL. ROOFNG_ OVER 15# FELT OVER 112"r -PX PLYWOOD OR OSB WITH Sd'S AT 6", 12"r -lo. PITCH 2 / 12 1 /2" GYP. BD. SEE NOTLF 90. NOTE: PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNEGTS, FU5E5, SWITCHES 4 THEIR ACCESSORIES. CENTER OF THE SUB PANEL GRIP NOT MORE THAN ABOVE FLOOR CEO 404.5 NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHE5 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEO, ARTICLE 250 REQUIREMENTS FOR GROUNDING 4 BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. ROOF VENTILATION:. SEE ROOF PLAN 4 ROOF VENTILATION GALOS. A 1 2' PLATE HEIGHT TRUSSES 2.4''.cic D D DESIGN 4 GALLS BY OTHERS D �1(10000(10(100000oonno�oof)noo(lfl000no(lflnnni 2" X 6" 5TUD5 L5 16" CIO 5/5" GYP, BD.. DOUBLE WALL 2" x 4" STUDS o 16" c/c 10" O.S. EDGE TO 0.5. EDGE MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL E 2218q 5AM50N AVENUE, CORNING, CALIFORNIA 96027 „rt 383 RIO LINDO AVENUE >•200, GHIGO, GA 415926 PHONE: (530) 321-7242 CELL (530) 592-4401 WORK EMAIL ADDRESS: Maxocalmama.com EMAILADDRESS: Ryland®5ummltchico.com SCALE: 1/4" - 1'-0" ELEG_TRICAI 2013 C,E,G.. ALL AREAS: 1,) REFER TO THE MAN7ATOBY MEA SURES FOR RE5IP NT1ALLIGH.TIN6_ MEA_5URE5 ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2.) BRANOR_r IRCiUIT5.. PROVIDE ARC -FAULT 6ROUND FAULT CIRCUIT - INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE. 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. GEG ART. 210.12 (B). 3.) RFCEPTAGI-FS. BELOW ALL 125 VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEG ART. 406.12. 4.) RECEPTACLE ROGATIONS; 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. CEO ART. 210.52 (A). 5.) LAMP HOLDERS: 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 201 3 GEG 5EGTION 3 14.23. OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEO SECTION 314.2-1 (A) d (D). 6.) WHOLE HOUSE3'A_NS- PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN 15 OFF. 7.) GBI1,I146FANS_(NLLIG111 FLOURSCENT W/ 5WITGH OR INCANDESCENT W/ DIMMER 5WITGH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. 8.) THERMOSTATS. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. 9.) EXHAUST FANS; PROVIDE A MIN. OF 50 CFM FANS (20 GFM FOR CONTINUOUS VENTILATION) WITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) 1 i.) MAINELE(:eRICAL SERYJ6F:_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN e BOB PANEL KITCHEN, PANTRY 4 DINING AREAS: 12.) KITCHEN L*-HTNSz. TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C 13.) ISLAND OR_I'.ENINSULA_: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. GEG ART. 210.52 (C) (245) AND ART. 210.6. 14.) SMALL- .APPLIANOE-41RO ME: 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 CEO ART. 210.52 (B). 15.) COUNTERTOP. RECEPTACLES 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 CEO ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL BE GPI PROTECTED. LAUNDRY 4 UTILITY ROOMS: 16.) LAUNDRY 4 UTILIT`LROOM. REGEPTACLF_0VTLET.Sa SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 210.11 (C) (2). 17L) DRYER OUTLET.- PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEG. BEDROOM: 16.) SMOKF,PFTEGZOR5: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE DWELLING. SMOKE/GAR50-N__MONS2XDE.ALAR_M53 PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE 70 BE INTERCONNECTED IN SUCH A MANNER THAT THE A071VATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. B.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR SMOKE ALARMS. 1 9.) CLOSE151161+15: PER C.E.2 BATHROOMS: 20.) DATAROOM RECEPTACLE_ OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO ART. 2 10.1 1 (C) (3). 21.) BAT_HROOM_LIGHTS PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR PROVIDE A MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 22.) LIC HT-FIXTURE5_IN_TUB ORSNOWER.ENGL25URE5: TO BE LABELED "SUITABLE FOR DAMP LOCATION" PER CEO ART. 4 10. 1 O (A) 4 (D). 23.) BATHROOM MECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF INTERMITTENT - 20 GFM FOR CONTINUOU5 VENTILATION. B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIP157AT WHICH SHALL BEREADILY AGGE551BLE. G.J HUMID15TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. DATHROOM-NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A ROOM WHIGH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 24.) INHOlE.BUILDINS,V€N_LLATION;_ ONE OF THE BATHROOM EXHAUST FANS, AS THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING. A.) A MINIMUM CFM RATING OF 15 GFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 25.) TOILET ROOMS- INSTALL FLUORESCENT OR OTHER O.E.C. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS (5ARAGE: 26.) 614,RA6E RECEPTACLES ARE REQUIRED TO BE GFGI PROTECTED. LIGHT 5WITCH 70 HAVE VACANCY SENSOR_ 1 -I61 -I5 TO BE HIGH EFFICACY. 21.)GAR_AGEFIREYiALL: PROVIDE A 24" SEPARATION BETIMEEN REGEPTAOLE 4 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 D15TANC-E OF NOT LESS THAN 24". EXTERIOR: 29.) EXTERIOR REOEPTAGLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFGI PROTECTED. CEO ART. 210.8(3). 30.) OUIDOORILGIITING; TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 ALLOWED BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 -- ARCH D (24" X 36" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN '.. TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR/ HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRRAIN6 BY: H Ili (590)891-058$ 19 YGAMORE VALLEY RORO '. GRIGO, GALIFdFNIA 9$41'15 ' LYNNSMITH52®ATT.NET ENERGY CALC5 BY: ``I'' GOLDEN SUN �Q�DESIGNS 100 . 7041 T A MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON. TH15 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. I ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME Q O T Q q U) w TI X � < O SWITCHED 0 FRONT DOOR - WP/GFGI PROTECTED. Z VM Ul Q Q 1 IL WORKSPACE 4 1 10VWP GFGI PROTECTED SERVICE REGEPTAGLE WITHIN 25'.3: J 1T to v o WE 0 .14-1 o 'z z w w Q > W w --I V 1 < O NU V, Xr I ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME Q CLOGK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) 31.) CHRISTMAS LIGHTS REGEP__TAGLE5; PROVIDE OUTLET NEAR TOP PLATE, X SWITCHED 0 FRONT DOOR - WP/GFGI PROTECTED. Q 32.) HVAC CONP UNI. PROVIDE 220V ELECT. DISCONNECT VA/ SON30'CLEAR * -3 WORKSPACE 4 1 10VWP GFGI PROTECTED SERVICE REGEPTAGLE WITHIN 25'.3: GUTTER: CONNECT TO 2'x3" DOWNSPOUTS 26" ENERGY HEEL PLATE TO SHEATHING 11 9' PLAN TE HEIGHT 24" ROOF OYERHANG_ TYPICAL, U.N.O. 2 G0AT_5TUGG0: APPLIED OVER 2 LAYERS OF GRADE D PAPER. 5TUGC-O_...WEEP SGREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL FINISHED GRADE FOUNDATION -DETAILS: SEE STRUCTURAL PAGES FOR DETAILS c� PERMIT# BUTTE COUNTY r ZeFI.O M➢CHTr IF3 REVIEWED FOR COD': �d�JI&fI L-pl IAN ®ATP l b BY NEER CAU5er5\Lynn\D0cument5\Chief X8 Plane\sally Mau\Mau Resldence.layout OWNER: SALLY MAU (530)893-3161HOME (530)864-1669 CELL EMAIL-APDRE55: TherspeYTale®5506Iobal.net REVIEWED FOR CODE COMPLIANCE JUL ?, 9 20;5 TRB AND ASSOCIATES L R ITN Lmx5wm51-An "er z 7- Q ) W J 2-%' fL W W T QF�d a Sz FrzwO Lu 1 -1111 2 W W��N L.iv__, E3LE: 2088 SgFt TOTAL ( ,ARPORT: 5 -7 6 SgFt COVERED PATIO: -10 5gFt FRONT X5,2 SgFt REAR 322 5gFt TOTAL DATE: 7/13/2016 SGALE: SHOWN 2088nn � SHEET .5 0 COPYRIGHT 2016 LYNN SMITH - DRAFTING 1 q9 SYCAMORE VALLEY ROAD, CHICO, CA 95915 (530) 891-0585 WORK (550) 514-0565 CELL EMAIL ADDRE55: LynnSmlth320ATT.net _ III II EWIRONME.NTAI__QUALITY: 5E(:TION_4.,5-0.7: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT d WELLBEING OF A BUILDING'S INSTALLERS, OCCUPANTS d NEIGHBORS. 1.) FIREPLACES: 4.503.1 ANY INSTALLED GA5 FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS W HERE APPLICABLE, W OOD570VE5, PELLET STOVES 4 FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS d PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION 51TE 4 UNTIL FINAL STARTUP OF THE HEATING, COOLING 6 VENTILATING EQUIPMENT, ALL DUCT d OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, 5HEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST 4 DEBRIS, WHICH MAY ENTER THE SYSTEM. 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, 5EALANTS 4 CAULKS. ADHESIVES, SEALANTS 4 CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENT5 OF THE FOLLOWING STANDARDS UNLE55 MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT P15TRICT RULES APPLY: A ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SG QMDRULE 1 165 VOCLIM NITH SHOWN WITH IN TABLE 4.504.1 OR 4.504.2, A5 APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY THE. RULE 1 168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE METHYLENE CHLORIDE, PERCHLOROETHYLENE d TRICHLOROETHYLENE). EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW B. AEROSOL ADHESIVES, 4 SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LE55 PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND 4 DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOG STANDARDS S OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 4.) PAINTS 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS d COATINGS SHALL COMPLY WITH VOG LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL 5UGGE5TED CONTROL MEASURE, A5 SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES D O LISTED IN TABLE 4.5 43 SHALL BE DETERMINED BY CLASSIFYING THE COATING A5 A FLAT, NO F OR - LA NONFLAT OF THE T HIGH CALIFORNIACOATING, BASED ON 1T5 GL055, AS DEFINED IN SUBSECTIONS 4.21,4.5r, d 4.37 OF THE 2007 AIFOAIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH &LOSS VOG LIMIT IN TABLE 4.SO4.3 SHALL APPLY. 5.) AEROSOL PAINTS 4 COATINGS: 4.504.2.3 AEROSOL PAINTS d COATINGS SHALL MEET THE PRODUCT - WEIGHTED MIR LIMITS FOR ROG IN SECTION 114522(A)(3) 4 OTHER REQUIREMENTS, INGLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC, COMPOUNDS d OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(G)(2).d (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION 94520; d IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 6J VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOWING. A MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 7.) CARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING d PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING. A. CARPET 4 RUG INSTITUTES GREEN LABEL PLUS PROGRAM. B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'5TANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EM15SIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS' VERSION 1.1 FEBRUARY 2010 (AKA SPGI IG TION 01 350.) C. N5F/ANSI1 THE GOLD LEVEL. D. SGIENTIFIG GIEERTITIFIGATIONS SYSTEMS INDOOR ADVANTAGE^" GOLD. 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTE'S GREEN LABEL PROGRAM. 9.) CARPET ADHF51VE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING 15 INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING. A. VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HI6H:PERFORMANCE SCHOOLS (GHPS) HIGH PERFORMANCE PRODUCTS DATABASE. B. PRODUCT5 COMPLIANT WITH CHIPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN d SCHOOLS PROGRAM. O CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFGU FLOOR SCORE PROGRAM. V. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH. "STANDARD METHOD FOR THE TESTING NG d EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VER51ON 1.1 FEBRUARY 2010 KA SP GIFIGA 10 O O (A E T N IUM ). 11. COMPOSITE WOOD PRODUCTS. 4:504.5 HARDWOOD PLYWOOD PARTICLEBOARD IUM NI LE ED IN STY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMEN75 FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (1 7 GOR 113 120 ET SEG.), BY OR BEFORE THE DATES SPECIFIED IN TH05E SECTIONS A5 SHOWN IN TABLE 4.504.5. 12.) DOCUMENTATION. 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING. A PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED 4INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 1'l, SECTION q3120, ET SEC.). D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS- 1 OR P5-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 2269 OR EUROPEAN 636 35 STANDARDS. E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. 5E6TION-4.505 INTERIOR MOISTURE CONTROL._ 13.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE 5LA6-ON-6ROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING. A. A 4 -INCH -THICK (101.6 RNRN) BASE OF L/ZINCH (12.1 MM) OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. B. OTHER EOUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE 516NB OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL 4 FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY d SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THI5 CODE. B. M015TURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (6 10 MM) TO 4 FEET (121 9 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. G AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 4 FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL d FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE VISIBLY NET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. NET - APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION_ 4-,596: INPOOR_AAR_QUALITY9 EXHAUST_ 16.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED 4 SHALL COMPLY WITH THE FOLLOWING. A. FANS SHALL BE ENERGY STAR COMPLIANT 4 BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FAN5 MUST BE CONTROLLED BY A HUMIDITY CONTROL. B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 60 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC, MEANS OF ADJUSTMENT. G. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN d 15 NOT REQUIRED TO BE INTEGRAL (I.B. BUILT-IN). D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. SECTION. 4.507r_ENARQNMENTAL COMFORT_ 1 7.) HEATING 4 AIR-CONDITIONING SYSTEM DESIGN: 4.507.2 HEATING 4 AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED 4 HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: A. THE HEAT L055 a HEAT GAIN 15 ESTABLISHED ACCORDING TO AN51/ALGA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. B. DUCT SYSTEMS ARE SIZED ACCORDING TO AN51/ALGA 1 MANUAL D-20011 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. C. SELECT HEATING 4 COOLING EQUIPMENT ACCORDING TO AN51/ACCA 3 MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN 5OFTWARE OR METHODS. EXCEPTION. USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION AREACGEPTABLE. INSTALLER 8 5 DIAL INSPEGTOR5_ INSTALLER TRAINING: 702.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED d CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INGLUDINO DUCTS d EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAG INETALLATION5 WHEN UNDER THE DIRECT SUPERVISION 4 RESPONSIBILITY OF A PERSON TRAINED d CERTIFIED TO INSTALL HVAC, SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC, SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC, TRAINING d CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED To THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. 3, TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4.. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPESIAI-INSFECTION: 702.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CON51PERFO BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 4 HOME ENERGY AUDITORS. 3. 5UCCE55FUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (GES) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SMALL EMPLOY ONE OR MORE 5PEGIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. 5PEGIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE 5AT15FACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. DOGUNIENLATION_: 703.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION 15 NECE55ARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. PTN. SEC. 2 T.21 N. R.1 E M.D.B.&M. � I � i 1531 36 i N88'22E I 1 MARAN AVE I i 4 i I 115.00 1 .06 66.00 69.00 69.00 1 114 i'N 1 12 ill i 10 ii 9 1 8 13C; 6 i 5 j 4 1 3 1 2 1 7 a 95 I 16SIAC $ 81 :65.1. 1 I_ 17 177.91 f ` 6 0 ,91AC $ 64 65 66 67 2 1 61 14 ' •' E PM 66-4 0 U9 18 92 m 96 B 2 97C 9� 94� 9l r19 1.50 A O 1.00 AC 29 49 O 1 38A e2 V 1 90 I 301ACi 1.9DACt 235M 225D6 1.18AC _ ----- ' _ --------____ 229 ] T___ 116.20 11].84 + - 80.00 80.00 96.74 200.00 95.00 I00. `5.00 5 g .53Ac SU SE PARR SUB N0. O OO v1249. 1 2` O i 1. I t4z.1J 90.00 40 39 36 13 12 11 10 3 }� 24 7S 9 t 1.00AC i 4AC 7 1 .89AC 6 ��L s 91 89 90 634C 1.69ACt 41A O i � � 4� ' g 73 4rl' ys+ 72 i • 2 77 68C ^ 1.38 AC 1.ODAC .97AC SU 9 41 - A, PM 52-57 PM 94-9359 i PM 105 63/64 .95ACf .60AC = L 219.1 118.26 11190 i 2 STANLEY AVE fi0 420.]0 100.00 100,50160.25 1]6.95... ..52 145.00 2sass o¢ 8 14 3 46 48 47 S 69 1 12 r a O91.52AC .52A6t .62AC 11o.00 79 8g 99 UTQ 2.` IAC _ 5 4 } 2 R 2.004C 24].14 146.00 1 . 142.98 142.00 1.02AC T ' Z 31 76.0 12 22 132 42 77 2 ' 249¢5 79 - 78 s 4B U 1 6 17 75 68- 84 85 W n.. O O 86 � O $ O O r 19 z 1.59AC2i .83AC I . 2.S6AC3 �4.7 88 48OAC 87AC 04ACR °.35ACf AC 4.9 C J15b7 PM66-22 1 'n L0 S 7E/78 STAN EY PARK E TES D 102 SOLAR STA 1 R 9oe.Jo J.00Ac -21 PM 44-20 12 74 151PM32 PM 49-591 954.12 3.DOAC4 - 310 CROUCH DITCH PM67-39_X, i i i 1 mAO ASsrsmWt nepsDbamrerl sPobAW1MV1nd forsM b4mwl pm09 2-193SANEPARK NO. 2i20 Md13/144-5r4pe,o•IyY mt Ib LucNry RESUR LOTS 76/76 STANLEY PARK 7 M.O.R. 1 6-27-1911 N am.5[4 rP le a W.RAIN' m A+sm,rr FIR PARK 6 M.O.R. 105 5-7-1906 Al ACI APPISI PER B0ORZO 9lw'17A SURVEYORS CERT 72MJI i I ATE. i]SAO 15.01 1 Z__ r eleA 6 GW[9 � Seq 55 1'=200' 2.44ACi = I 2 SOFT PORCH 6 93 94 5OFTTOTAL 56 C3 1.26AC 1.07AC 941- PM 129 2/73 IDSJ6 10160 67.10 119.40 --__�-�- 8 >r 33 O V Q 2 21103 1Ac 168PM30 P @ tAc 1.s7AC I 39 County Assessor's Map Book 39, Page 37 GRIMED W 507 CREATED 0.N 12-1999 f¢k6ED B• tB REHSED ON II -JO -2006 aiEC1M1£ 200]-09 RGIL 731 by IN, BIMe C AvS . ORS¢ jeor .;P.> d- /9»,E� /%96 6�.rrY 0,.....6LL ne. s, /Y>L.. lxn aw YNs novae R. Le aN w[N r. mWLrwp .Im a A.Sm uaN . rvo ewer NMpMSx<[ W M M R➢uMNEtlIB 6 T4 W®VISCI FA eIT a. LI,C gT.Y[Li AYfL IX[pW LC9LVr rya Van rtwnnYi.1 NA p[.,.w N eNoveL rXEt[oi,pai{G-v� IRE. E V0. 1 vN[ 1. uI »L¢ en I., xx ai/wY5cYitiS'�$4i COUNTY ENSINEEIYS CERTIFICATE Tor mN [cu�'e�xcrn ISz» er lxe wemmNo E,,*xrsq$.['-�'- va• Cur/'c.nLzzrn"N p.CC. w]iN NOTES [x1CPUHI a •IPE ex 1xCruCL xncCNlxeLpIYENNnx bLol51 �YR1X tV 51e.1p R'S ERTI ATE. ��ORO n.ca ms�� r f1 Z__ r eleA 6 GW[9 � Seq 5-16 L V ALIEN •gQjy/ X22 SOFT PORCH PARCEL LOCATION LOCATION MAP LEGEND N1 W,H. Ell 1P.. Ls. mC 4 ronC:l.. i SXIx. Rl 1 PARCEL MAP LOTS 384 OF. THE SUBDIVISION OF LOTS 76, 778 78 OF .STANLEY PARK CHICO BUTTE COUNTY CALIFORNIA MAP OF THE LAND OF A. L. MC LEAN SCALE 1'X100' JULY, 1972 rRW LT 0 and ^SSOL. CIVIL EXL CRS M11 "NU SVWEYORS 13M --CA [ e .E. CNIEO, CNH IA - ----- ----- ----------_------- f _ -------- -T --A--N---�;--E--Y ------ --- ------ ---- ----- ---- ----- €)_HYP_RANT• I (N) ASPHALT APRC IN 5E �BAGK 1 1 92 STANLEY A, I. NOT /A P/ i E P.G.B.TRA TRANSFORMER -SF / N i (E) WELL LOCATION I / / jI 50' SEPTIC 100' LEACH FREE AREA _GRAVE \ / I L. ,DRIVE IAY I CONNECT SERVICE: I I ELgGTRIGAL SERVICE: _ TO WATER SERVICE. I CONNECT TO UNDERGROUND NO SOILS ELEOTRIOAL SERVICE 7STOCKPILE ' `I 1 COVER BARE 1 SOILS IN/ STRAW GONG/PAINT WASHOUT `. T LOCATION MP. PORTA POTY 1 1 -I -------a U G 5 PT AGM �_ _I_ FIE AS PER BUrTTE COUNTY HEALTH Q DEPARTMEN r REQUIREMENT5. I I I � I a .i s _MENT I 9' -LION PROPOSED RESIDENCE OR VEL WALK 1 �� 5HEJ7 -i--sLOPEF­ w i a O J y� I PROPOSED CARPORT w a O 22' 30' 83' N 1 ORADINO; THE LOT SHALL BE GRADED TO DRAIN SURFACE AWAY FROM (N) FOUNDATION WALLS. THE GRADE 5HAL1- FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. GRG R401.3 I. GALGRjE�ENNOTZ: _ DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION d RETAIN 501L RUNOFF ON THE SITE: A) RETENTION BASINS O 5U-_._. ._- _.------ _Rm-_------_...-_..---- F FFIGIENT SIZE SHALL BE UTILIZED TO RETAIN STORM I WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORGING AGENCY. G.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. j METHODSTO MANAGE SURFA_GE_NATER INCLUDE: SWALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN I GROUNDWATER RECHARGE. MAX RAMIREZ - 60LPEN SUN DESIGN - ENERGY OALCS SUMMIT 5TRUGTURAL DESIGN - 5TRUGTURAL B 22189 SAMSON AVENUE, CORNIN6, CALIFORNIA 96021 383 RIO UNDO AVENUE #200, CHIGO, CA 95926 P14ONF: (550) 521-1242 CELL"x' (530)592-4401 WORK EMAIL ADDRESS: MaxaGadMama.com EMAIL ADDRESS: RylandOGUMMItChICOCOM I I' PERMITS 6b0 "_12- GU r n_ GGUIV V +�r t+a LU fi%(ESTEFIV CES REVD: NED FOR CGDE CIDIMPLIANCE DATE _ __ 11 / Z It 6 BY -CY--& NORTH SCALE: 1"- 40'-0" 2088 SOFT RESIDENCE 5-16 SOFT CARPORT X22 SOFT PORCH 2986 5OFTTOTAL 208,850 SOFT LOT 14.5% LOT GOVE_R_ASzE PBOP�WNER: SALLY MAU 1186 STANLEY AVENUE PHONE(530)893-3167 CONTRACTOR: NONE CHOSEN AT THIS TIME SIIE AD-DRE55: 1 156 STANLEY AVENUE CHICO, CA 95928 GONSTRUOIION-P_ERIOP: APPROX 5TART: 7/ 1 5/2016 APPROXEND: 7/15/2017 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 III, IV (530)691-0565 19 YLAMORE VALLEY ROAD CHICO, CALIFORNIA 9599E LYNNSMITN52®ATT.NET ENERGY GALLS BY: `,/R,►'' GOLDEN SUN ,,,RIII (: 1 _DESIGNS 'l'S�✓'l/` MAX \. RAMIREZ to 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. EROSION CONTROL PLAN: 1.1 NO SOIL DISTURBANCE SHA" ODOUR PRIOR TO OBTAINING A S_ BUILDING PERMIT OR 6RADIN6 PERMIT. 0 2) THE CONTRACTOR SHALL BE RE5PON50LE FOR EROSION 941- CONTROL 3J EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN �.. OOT. 15TH 6 APR 15TH, OR WHEN RAIN 15 FOROASTED. 4J 501L5 TRAGKED OFF SITE INTO STREETS SHALL BE CLEANED V Q UP AT THE END OF EACH WORK DAY. Z z r- SJ INACTIVE SOIL STOCKPILES HALL BE COVERED. ACTIVE STOCKPILES SHALL BE Il6 p m COVERED PRIOR TO A FORCA5TED RAN EVENT. IL A)THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 J T ADJUSTED A6OORPN6LY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. TJ EROSION W V 0 CONTROL MEASURES SHALL BE MAINTAINED, 9.) PLACE SIGN AT WASHOUT: NA5HIN6 OF CONCRETE EQUIP.I J -I LU� TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW 6 5UBJEOT TO1_ Uj O�toi O W D_Q(L0 LlVABLF-: Q >� CARPORT: N.� W z v ICU••.. < 10 70 5gFt FRONT 11 V' tu ; r d) th EROSION CONTROL PLAN: 1.1 NO SOIL DISTURBANCE SHA" ODOUR PRIOR TO OBTAINING A 1` BUILDING PERMIT OR 6RADIN6 PERMIT. Q 2) THE CONTRACTOR SHALL BE RE5PON50LE FOR EROSION CONTROL 3J EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN �.. OOT. 15TH 6 APR 15TH, OR WHEN RAIN 15 FOROASTED. 4J 501L5 TRAGKED OFF SITE INTO STREETS SHALL BE CLEANED (_ to W UP AT THE END OF EACH WORK DAY. Q•I SJ INACTIVE SOIL STOCKPILES HALL BE COVERED. ACTIVE STOCKPILES SHALL BE 13 COVERED PRIOR TO A FORCA5TED RAN EVENT. 11 Z A)THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 tI� ,cd ADJUSTED A6OORPN6LY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. TJ EROSION z. Z O L W d CONTROL MEASURES SHALL BE MAINTAINED, 9.) PLACE SIGN AT WASHOUT: NA5HIN6 OF CONCRETE EQUIP.I J -I LU� TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW 6 5UBJEOT TO1_ B_ (n w U v � to< < D_Q(L0 LlVABLF-: 2088 5CIFt TOTAL CARPORT: 5-76 5gFt' COVEREP PATIO: 70 5gFt FRONT -_252 5gFt REAR ; 522 SgFt TOTAL DATE: 7/13/2016 5GALE: SHOWN X000 C:\Veers\Lynn\D ,cument5\chief Xe Plans\5ally Mau\Mau Resldence.layout OWNER: SALLY MAU (530)893-3167 HOME (550)864-1669 CELL EMAIL ADDRESS: ThePaperTaleOSBG61obalmet REVIEWED FOR, CODE C(:1,1 PLIANCE JUL 29 2�1L SHEET TRO AN10 ASSOCIATES O 0 COPYRIGHT 2016 ,��1� 1[PLII� LYNN SMITH - DRAFTING `�' 1 M 199 SYCAMORE VALLEY ROAD. ',�y,�';ll AAI CHICO, OA 95975 -�•ee (530)691-0585 WORK (550) 514-0585 CELL LnN9vn eamnrT nv EMAIL ADDRESS: LynnSmlth52®ATT.net I IP'911 GENERAL STRUCTURAL NOTES I1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR ANGLE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH LONG LEG HORIZ. SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE ALTERNATE CONCRETE WITH SOIL OR WEATHER EXPOSURE: LONG LEG VERT. EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. ARCHITECTURAL INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, DISABLED ACCESSIBILITY, EGRESS LONGITUDINAL #5 BARS AND SMALLER 1 Y" BUILDING LSL LONG SLOTTED HOLE REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN BLOCKING #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE BEAM IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR MAXIMUM CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" BOTTOM TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. MACHINE BOLTS OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE BEAT TO FIT MECH MECHANICAL BTWN BETWEEN DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: MIN WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CCJ BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CLR CLEAR NS WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD CMU SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. COL WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE NTS CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CONC CONCRETE OC SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. CONN MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND CONSTR CONSTRUCTION OH STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, CONT ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". CONTR BRACING, SCAFFOLDING, ETCETERA. OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER PLATE USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN DOUBLE THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR PLYWOOD DF DOUGLAS FIR CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT PLACES CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: PP ICC REPORT. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER P/C ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT EA 1. ROOF SHEATHING: SEE PLANS P/T HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). EF PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. REINF 2. FLOOR SHEATHING: SEE PLANS EL ELEVATION (DATUM) REQ'D REQUIRED ELEV 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE SEOR STRUCTURAL ENGINEER OF EQ NOT ALLOWED, STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.C. WITH A CAMBER OF R=1600'U.N.O. SHTG SHEATHING (E) EXISTING SIM GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER EXT GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP STD WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN EW ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN STIFF IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION FF ACCEPTABLE ALTERNATIVE. STL FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY FIN CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME SQ SQUARE FJ THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE SS INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. SWS CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FS FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. TOC PER PLANS AND DETAILS. FTG METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT TOF TOP -OF -FOOTING GA GAUGE TOS CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: TOP -OF -WALL GLB FINISHES. TN ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED VERT WHERE REQUIRED. HORIZ HORIZONTAL WP FOR THE FOLLOWING TYPES OF CONSTRUCTION: ID INSIDE DIAMETER B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE INT INTERIOR E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE JST WASHERS WHERE BEARING AGAINST WOOD. W/0 EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) JT W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. WELDING OF STRUCTURAL STEEL C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING 2. ALL POSTS SHALL BE DF -L #1 U.N.O. DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. DJ LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. WITH THIS TYPE OF PROJECT. 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. STRUCTURAL STEEL 2. SITE WORK / FOUNDATIONS 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" A) STRUCTURAL STEEL: ROLLED STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A-36. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992. PROVIDED). OF FOUNDATION, NAILS SHALL BE GALVANIZED. B) STRUCTURAL TUBES: STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED PROVIDED NEW AND WITHOUT EXCESSIVE RUST. C) ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED AWS D1.1. ANY OTHER CONDITIONS SHOULD BE BROUGHTTO THE ATTENTION OF THE ENGINEER PRIOR TO WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON THE CONSTRUCTION OF THE FOUNDATIONS. HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL D) UNSPECIFIED WELDS: WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. WELD SIZE HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL SHALL BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF THE JOINT. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. E) ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, GROUTED MASONRY, OR FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 6-2 GENERAL FRAMING: E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. PROVIDED NEW AND WITHOUT EXCESSIVE RUST. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. 8. ROOF FRAMING G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD 8-1 PREFABRICATED ROOF TRUSSES: H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 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 A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE FRAMING FROM THE EFFECTS OF SHRINKAGE. TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL TO DRAIN TO DAYLIGHT. DRAWINGS AND CBC 2303.4. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO 6-3 BEAM FRAMING: CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. SECTION 1808 OF THE 2013 CBC. A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS C) TRUSS DESIGN LOADS: SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE 3. CONCRETE / REINFORCING TOP CHORD DEAD LOAD: 8 PSF B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL BOTTOM CHORD DEAD LOAD 8 PSF A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAYBE LOCATED. ADEQUATE TOTAL LOAD 36 PSF SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH UPLIFT LOAD AS REQUIRED BY THE 2013 CBC C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT TYPE 111 LOW ALKALI. WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. STOVE, ETCETERA. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS INVOLVED IN GOVERNING CONSTRUCTION. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 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 7'-0" WHERE SLAB IS UN -REINFORCED. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS 1, 11, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.616, S1= 0.274 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.338, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 6.8 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROLJOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/0 WITHOUT JT JOINT FERMITtY 17,✓ -11 /Z BUTTE COUNTY DEVELOPWINT 5k RVICES REVIEWED FOR COPE C _,ArNICE E DATE Z ! BY �� REVIEtiVED FOR CODE COMPLIANCE JUL 292011 T'RI3 AND ASSOCIATES Q�OFESSION P => a � Z �No. 75688 * E . 6/ 0/18 9TFOF CALIF 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) W Q O OU LU U J z LLJ �r W :DQ`/ in z F/i LU {.1. w Q LU I- a J U a l0 00 r-1 V 1 REVISIONS: Q1 PC#1 7/01/16 DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: S FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENINGI` LOCATION 1. JOIST TO SILL OR GIRDER 3 - Bd COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2. BRIDGING TO JOIST 2 - Bd COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 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. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. BRACED WALL PANELS .BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16" O.C. 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO SND 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - Bd COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3"14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3-3"X0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 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. 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" X 0.131" NAILS ) LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - Bd COMMON (2 1/2" X 0.131") TOE NAIL 3 - 3" X 0.131" NAILS 3 - 3".14 GA. STAPLES 12. RIM JOIST TO SOP PLATE 8d (2 1/2".X.0.131") AT 6" D.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 5- 3" X0.131* NAILS 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/1* 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 FACE NAIL 4 - 3" X 0.131" NAILS 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 - Bd COMMON (2 1/2" X 0.131") FACE NAIL 2 - 3" X 0.131" NAILS 3 - 3". 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") - FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4".X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE - 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162-) AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 -3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - Ind COMMON (3 1/2" X 0.162') FACE NAIL 3 - 3' X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29. -JOIST.. TO. BAND JOIST _..._ - -3- 16d COMMON (31/2'-X-0.162") - - 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3".14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD!` 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL 19/32" TO 3/4" 8d OR 6d' 2 3/8' X 0.113" NAIL' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1* 8d' TO FRAMING) 1 1/8" TO 1 1/4" 10d°OR 8CP 3/4" AND LESS 6d' 7/8" TO 1" 8d- 1 1/8- d'11/8" TO 1. 1/4" 10d'OR 8C 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 (2 1/2- X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d' WALL CONTINUES WHERE --2 1/2" MAX. DEPTH FOR 2X4 PLATE OCCURS PER PLAN 3 1/2" MAX. DEPTH FOR 2X6 PLATE (5) 16d +++i + + I *�-5 1/2" MAX + + A + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATESTI26 STRAP, U.N.O., A PER DETAIL BELOW --,,,,,CENTERED ON DISCONTINUITY PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TTTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL (2) MIN PER NOTCH--�, 11 1-71 /PER 6/SDi II II 7 � PLATE WASHER II I 1 4111MAX,2 1 TYP. STUD DIRECTLY UNDER SPLICE, TYP. BORING U MIN X 3" X .229". TYP 25% r 407 40% TYPICAL TOP PLATE DISCONTINUITY 4" 3 1/2- MASA/MASAP ANCHOR OPTION PER NOTE 4 2 1/16- /16"6" 6- 5 1/2" (5) 16d AT CORNER OR INTERSECTING WALL 2 3/16" 1/2" DIA AS WITH FNDN PER PLAN 2" HOOK, TYP WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PER PLAN, TYP (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. WALL CONTINUES WHERE --2 1/2" MAX. DEPTH FOR 2X4 PLATE OCCURS PER PLAN 3 1/2" MAX. DEPTH FOR 2X6 PLATE (5) 16d +++i + + I *�-5 1/2" MAX + + A + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATESTI26 STRAP, U.N.O., A PER DETAIL BELOW --,,,,,CENTERED ON DISCONTINUITY PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TTTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL (2) MIN PER NOTCH--�, 11 1-71 /PER 6/SDi II II 7 � PLATE WASHER II I 1 4111MAX,2 1 TYP. �UU t� 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE PIPE AS OCCURSUSED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL UNDER SPLICE, TYP. TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN INTERSECTING WALL OR CORNER WHERE OCCURS---] ANCHOR BOLTS. CONSENT FROM THE ENGINEER OF RECORD. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE TYPICAL TOP PLATE SPLICE FACE of SHEATHING. / TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SDI NO SCALE SDI NO SCALE SD1 6" C n___-.----� NOTCHING AND BORING �J PERMITTED IN THIS REGION Ls/3 Ls 3 B" STRUCTURAL WALL STUD W NON-STRUCTURAL WALL STUD STUD WIDTH STUD DIRECTLY UNDER SPLICE, TYP. BORING U MIN X 3" X .229". TYP 25% r 407 40% TYPICAL TOP PLATE DISCONTINUITY 4" 3 1/2- MASA/MASAP ANCHOR OPTION PER NOTE 4 2 1/16- /16"6" 6- 5 1/2" (5) 16d AT CORNER OR INTERSECTING WALL 2 3/16" 1/2" DIA AS WITH FNDN PER PLAN 2" HOOK, TYP WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PER PLAN, TYP (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. �UU t� 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE PIPE AS OCCURSUSED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL UNDER SPLICE, TYP. TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN INTERSECTING WALL OR CORNER WHERE OCCURS---] ANCHOR BOLTS. CONSENT FROM THE ENGINEER OF RECORD. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE TYPICAL TOP PLATE SPLICE FACE of SHEATHING. / TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SDI NO SCALE SDI NO SCALE SD1 6" C n___-.----� NOTCHING AND BORING �J PERMITTED IN THIS REGION Ls/3 Ls 3 B" STRUCTURAL WALL STUD W NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% r 407 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- /16"6" 6- 5 1/2" 1 3/8" 2 3/16" 2 3/16" 3 1/4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3, STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. NO SCALE a. Common or box none are permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 Inches at intermediate supports except 6 inches at supports where spans are 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2"x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; Bd - 2 1/2" x 0.131"; 10d - 3" x 0.146") e. Deformed shank (6d - Y x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") L Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; SBid- 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. I. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 Inch length for 1/2 inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 Inches (20 Inches if strength axis In the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at Intermediate supports. k. Panel supports at 24 Inches. Casing or finish nails spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. L For roof sheathing applications, Bd nails (2 1/2" x 0.113') are the minimum required far wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. - For roof sheathin a licatlon , fasteners s aced 4 Inches on center at edges 8 Inches at intermediate supports. I TOP PLATE PER 6/SD1 \ II 11 Fell HEADER PER PLAN ® TRIMMERS PER SCHEDULE . i'-"� Li!77,11 KING STUDS PER SCHEDULE © A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS STUD WALL ELEVATION KEY (A) HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE © A35 CUP 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 ® 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 SDI NOSCALE TOP PLATE PER 6/SD1�� PROVIDE PANELS MFR, 1/8 BLOCK AT AL 16" MAX SPACING - 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 8'-0" (2 2X 2 2X SDI CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP- L -71- - TI -•- IT I - GAP BETWEEN 1°�°l III FIELD NAIL PER AS REQ'D BY SHEAR WALL I SCHED. " MIN I I I•I I I II II II �EN PER SHEAR I I I i WALL SCHED. AS EQ'D I°I I11 11 EDGES, TYP 1 I I COMPRESSION t l { POST AS REQ'D SHEAR PLY II PERPER HOLDOWN - PER SHEAR SEDULE I WALL SCHED. II STUD I•I 11 Il II II II II 11 I II II I I I I i°I 1°I I l II II II 1 I HOLDOWN ei II LI°I I SCHEDULE II II II II I II II II I•I II II I•I I•I I 11 I°I II II II II II II I II II II I°I SILL PLATE AND AB SIZE/SPACING PER SCHED, 12" 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 SST820 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 2 NO SCALE 11 SDI PERMIT BUTTE COUNTY DEVELID MtE4JT �ryREVIEWED FOR REVIEWED ,y,0 IPUAN CF_ FOR CODE COMPLIANCE DATC0 - JUL 2 9 2016 'r.ZB AND ASSOCIATES SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE -3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL" A35 AT 2'-8" O.C. AB ® 3'-9" O.C. 12d ®7 O.C. 8d ®6 O.C. 8d ® 12" O.C. RBC AT V-8" O.C. 260 4*. . .. 2X MUDSILL 12d ®5" OC8d ®4" OC8d ®12" O.C. A35 AT V-8" O.C. 350 AB ® 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 9 PP I P I FOUNDATION PER PLAN o. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wail sheathing and 3 Inches MAX• 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. NOTE: STUD SPACING = 16 O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 9�,D ESS/ONS QD P F �v CNo. 75688 E . 6/ 0/18 gTFOF CA \F 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U O N�NLIJ 1..1.. U U W W S 0 Z W U �Q L W Q I- V 1 � 00 U REVISIONS: Q PC#1 7/01/16 LLL -_ DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: SDI 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 SST820 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 2 NO SCALE 11 SDI PERMIT BUTTE COUNTY DEVELID MtE4JT �ryREVIEWED FOR REVIEWED ,y,0 IPUAN CF_ FOR CODE COMPLIANCE DATC0 - JUL 2 9 2016 'r.ZB AND ASSOCIATES SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE -3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL" A35 AT 2'-8" O.C. AB ® 3'-9" O.C. 12d ®7 O.C. 8d ®6 O.C. 8d ® 12" O.C. RBC AT V-8" O.C. 260 4*. . .. 2X MUDSILL 12d ®5" OC8d ®4" OC8d ®12" O.C. A35 AT V-8" O.C. 350 AB ® 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 9 PP I P I FOUNDATION PER PLAN o. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wail sheathing and 3 Inches MAX• 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. NOTE: STUD SPACING = 16 O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 9�,D ESS/ONS QD P F �v CNo. 75688 E . 6/ 0/18 gTFOF CA \F 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U O N�NLIJ 1..1.. U U W W S 0 Z W U �Q L W Q I- V 1 � 00 U REVISIONS: Q PC#1 7/01/16 LLL -_ DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: SDI 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 2 NO SCALE 11 SDI PERMIT BUTTE COUNTY DEVELID MtE4JT �ryREVIEWED FOR REVIEWED ,y,0 IPUAN CF_ FOR CODE COMPLIANCE DATC0 - JUL 2 9 2016 'r.ZB AND ASSOCIATES SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE -3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL" A35 AT 2'-8" O.C. AB ® 3'-9" O.C. 12d ®7 O.C. 8d ®6 O.C. 8d ® 12" O.C. RBC AT V-8" O.C. 260 4*. . .. 2X MUDSILL 12d ®5" OC8d ®4" OC8d ®12" O.C. A35 AT V-8" O.C. 350 AB ® 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 9 PP I P I FOUNDATION PER PLAN o. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wail sheathing and 3 Inches MAX• 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. NOTE: STUD SPACING = 16 O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 9�,D ESS/ONS QD P F �v CNo. 75688 E . 6/ 0/18 gTFOF CA \F 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U O N�NLIJ 1..1.. U U W W S 0 Z W U �Q L W Q I- V 1 � 00 U REVISIONS: Q PC#1 7/01/16 LLL -_ DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: SDI GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 9 PP I P I FOUNDATION PER PLAN o. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wail sheathing and 3 Inches MAX• 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. NOTE: STUD SPACING = 16 O.C., U.N.O. CORNER WHERE OCCURS TYPICAL FASTENING SCHEDULE 10 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 NO SCALE SDI NO SCALE SD1 9�,D ESS/ONS QD P F �v CNo. 75688 E . 6/ 0/18 gTFOF CA \F 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U O N�NLIJ 1..1.. U U W W S 0 Z W U �Q L W Q I- V 1 � 00 U REVISIONS: Q PC#1 7/01/16 LLL -_ DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: SDI THICKNESS 3" CUR / A 3- 3" FTG TYPE PER F WITH #4 E.W. SHEAR AT OPPOSITE FACE WHERE OCCURS PER PLAN-- P.T. DF SILL AND A.B. PER 3/SD1\ SLAB PER PLAN\ _ FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS II 2) #4 TOP AND BOTT.,. o U.N.O. I = O _-------- I' ''- I SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL SPREAD FOOTING SCHEDULE 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS - / 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN ELEV. PER ARCH SLOPE GRADE 8" MIN AWAY FROM FNDN�LL .: I' I _Ir1_. o q° #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" 4 6" #4 CONT TOP AND BOTT L_ I 3" CLR, TYP 12" SPREAD FOOTING PER PLAN WHERE OCCURS ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE SLAB -ON -GRADE PER PLAN SD2 NO SCALE SD2 CONCRETE SLAB -ON -GRADE PER PLAN\ /2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D • ELEV. PER ARCH rik ° o.. • o 0 0 ! SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP EXTERIOR CARPORT WALL FNDN DETAIL 8 TYPICAL NON-BEARING WALL DETAIL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 TYP _ HSS PER PLAN 4 HAIRPIN X (BENT AROUND HSS 1 1/2" CUR HAIRPIN 8 # TO HSS, TYP E.S. 1 CONCRETE SLAB -ON -GRADE 1" GAP AT 2X6 EXTERIOR WALLS, PER PLAN. SLOPE PER FINISHED GRADE BY 3" GAP AT 2X4 EXTERIOR WALLS ARCH WHERE REQ'D OTHERS, SLOPED AWAY //FROM FOUNDATIONS ARCH WALL WALL FRAMING �I ELEV. PER ARCH I I 1 1/2" CUR TYP. PER PLAN RIGID INSULATION BY OTHERS REVI llf SHEAR PER PLAN FOR CODE CON ROUGHEN SURFACE .o .O°_PT SILL PLATE WHERE OCCURS 1/4" AMPLITUDE - I I �� COLUMN PER PLAN PER 5/SD2 PT DF SILL AND JUL 9 AB PER 3/SD1 CONCRETE TRE AND ASS( PLATE 1/2" X 2" X 4" SLAB -ON -GRADE EN TYP " _m_ ri _-.. a m __ LENGTH WITH LONG SIDE POST BASE PER PLAN, PER PLAN 3/16 AGAINST HSS, TYP AT = CENTERED ON FOOTING SLAB -ON -GRADE SPREAD FOOTING PER PLAN _ BELOW wl / SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, RIGID INSULATION 'll ' SPREAD FOOTING PER � 8 MIN PLAN WHERE OCCURS V-0„ a AWAY FROM FOUNDATION BY OTHERS o ° ° 1 j)SLOPE FINISHED #4 AT 24" OC VERT. #4 ° _-.-GRADE AWAY "-.1.1 FROM FOUNDATION o .o AT 18 OC HORIZ, WHERE . STEM WALL HEIGHT > V-6" "MIN — III—III- a #4 CONT TOP AND BOTT 12" MIN J Lim 6" 0 �, wa "' IIIII" 3" CLR, TYP �12" PLAN WHERE OCCURS %SPREAD FOOTING PER PLATE 1/2" X 12" SQ. 6" PER PLAN PIERMIT _ - `\I) Z_ 2'-0" DIAMETER / BUTTE COUNTY DEVELOPMEN I SERVICES REINF. PER PLAN- REVIEWED FOR NOTE: CORROSION PROTECTION BY OTHERS. NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. O E (`. OAAPLIANCE TYPICAL HSS POST FOUNDATION DETAIL TYPICAL POST FOUNDATION DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 Q�OFESSIpyq K. < cN0. 75688`' * . 6/ 0/18 J�x CIVIL OFCAO 0� 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com uni 0 U 1 0 N< _ LJ 1..1. U U W 5 oz W U LuQ Q J L� Q 00 V / � J r -I U 'LIANCE 16 31ATES REVISIONS: Q1 PC#1 7/01/16 DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: S®- FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" SHEAR AT OPPOSITE FACE WHERE OCCURS PER PLAN-- P.T. DF SILL AND A.B. PER 3/SD1\ SLAB PER PLAN\ _ FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS II 2) #4 TOP AND BOTT.,. o U.N.O. I = O _-------- I' ''- I SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL SPREAD FOOTING SCHEDULE 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS - / 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN ELEV. PER ARCH SLOPE GRADE 8" MIN AWAY FROM FNDN�LL .: I' I _Ir1_. o q° #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" 4 6" #4 CONT TOP AND BOTT L_ I 3" CLR, TYP 12" SPREAD FOOTING PER PLAN WHERE OCCURS ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE SLAB -ON -GRADE PER PLAN SD2 NO SCALE SD2 CONCRETE SLAB -ON -GRADE PER PLAN\ /2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D • ELEV. PER ARCH rik ° o.. • o 0 0 ! SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP EXTERIOR CARPORT WALL FNDN DETAIL 8 TYPICAL NON-BEARING WALL DETAIL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 TYP _ HSS PER PLAN 4 HAIRPIN X (BENT AROUND HSS 1 1/2" CUR HAIRPIN 8 # TO HSS, TYP E.S. 1 CONCRETE SLAB -ON -GRADE 1" GAP AT 2X6 EXTERIOR WALLS, PER PLAN. SLOPE PER FINISHED GRADE BY 3" GAP AT 2X4 EXTERIOR WALLS ARCH WHERE REQ'D OTHERS, SLOPED AWAY //FROM FOUNDATIONS ARCH WALL WALL FRAMING �I ELEV. PER ARCH I I 1 1/2" CUR TYP. PER PLAN RIGID INSULATION BY OTHERS REVI llf SHEAR PER PLAN FOR CODE CON ROUGHEN SURFACE .o .O°_PT SILL PLATE WHERE OCCURS 1/4" AMPLITUDE - I I �� COLUMN PER PLAN PER 5/SD2 PT DF SILL AND JUL 9 AB PER 3/SD1 CONCRETE TRE AND ASS( PLATE 1/2" X 2" X 4" SLAB -ON -GRADE EN TYP " _m_ ri _-.. a m __ LENGTH WITH LONG SIDE POST BASE PER PLAN, PER PLAN 3/16 AGAINST HSS, TYP AT = CENTERED ON FOOTING SLAB -ON -GRADE SPREAD FOOTING PER PLAN _ BELOW wl / SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, RIGID INSULATION 'll ' SPREAD FOOTING PER � 8 MIN PLAN WHERE OCCURS V-0„ a AWAY FROM FOUNDATION BY OTHERS o ° ° 1 j)SLOPE FINISHED #4 AT 24" OC VERT. #4 ° _-.-GRADE AWAY "-.1.1 FROM FOUNDATION o .o AT 18 OC HORIZ, WHERE . STEM WALL HEIGHT > V-6" "MIN — III—III- a #4 CONT TOP AND BOTT 12" MIN J Lim 6" 0 �, wa "' IIIII" 3" CLR, TYP �12" PLAN WHERE OCCURS %SPREAD FOOTING PER PLATE 1/2" X 12" SQ. 6" PER PLAN PIERMIT _ - `\I) Z_ 2'-0" DIAMETER / BUTTE COUNTY DEVELOPMEN I SERVICES REINF. PER PLAN- REVIEWED FOR NOTE: CORROSION PROTECTION BY OTHERS. NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. O E (`. OAAPLIANCE TYPICAL HSS POST FOUNDATION DETAIL TYPICAL POST FOUNDATION DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 Q�OFESSIpyq K. < cN0. 75688`' * . 6/ 0/18 J�x CIVIL OFCAO 0� 7/01/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com uni 0 U 1 0 N< _ LJ 1..1. U U W 5 oz W U LuQ Q J L� Q 00 V / � J r -I U 'LIANCE 16 31ATES REVISIONS: Q1 PC#1 7/01/16 DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-218 SHEET: S®- NOTES: Q�OFESS/�N 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. BOTTOM CHORD OF SIMPSON STC CUP P�� FFZc 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. TRUSS BY OTHERS AT EACH TRUSS 3.) SEE 10/SD3 FOR ADDITIONAL INFO. ��� kta5s ,1 q ROOF PLY AND C- rNo. 75688 b� NAILING PER PLAN * 6/ 0/78 I `�1 /2" GAP { SHEAR PER SWS TYPE "6", TRUSS BY OTHERS TFpFSA��FO� TYP EN11RE TRUSS WALL ;-...., E.N. NON-BEARING WALL 7/01/16 NET 16d AT 8" O.C. E.N. THESE PLANS HAVE BEEN REVIEWED A34 EA. SIDE A34 CLIP E.S. . *'a FOR COMPLIANCE ONLY WITH THE PANEL BLOCK ROOF PLY AND OF EACH TRUSS f x : r ATTACHCULATIED STRUCTURAL CALCULATIONS \ NAILING PER PLAN "� 1 TRUSS BEYONDp/�\6 BM. PER PLAN MSTA24 AT BM. SPLICE BY OTHERS O�"iS ,Par - PANEL BLOCK BY OTHERS WALL PERPENDICULAR Tbo*RUS'S'4", ,;" < ,J S Co 2X LEDGER TRUSS WEB- WITH (2) 16d TOENAILS TO WITH (3) 16d TOP AND BOTT. TRUSS AT 24" O.C. CHORD, TYP EACH SIDE SIMPSON DTC J IP EA. TRUSS BY PANEL LBLOCK EACH ATRUSS OTHERS - L _ J TOP PLATE PER H2.5T EA. TRUSS E.N. 6/SD1, WHERE OCCURS \SI MPSON COLUMN CAP PER PLAN TOP PLATE HUS26 HGR, 3/16" PER 6/SDI 1/2" GAPV2X4 U.N.O. TRUSS BY SOLID BLOCKill� —HSS PER PLAN SHEAR PER PLAN OTHERS, TYP I OCK AT 4'-0" O.C. 383 Rio Lindo Ave. NON-BEARING WALCONT. 2X6 LEDGER WITH (2) 1/4" ) 16d EACH END Suite 200 WALL FRAMING PER PLAN DIA. SDS SCREWS WITH 2 1/2" EMBED Chico, CA 95926 AT EACH STUD, 16" O.C. MAX P. 530.592.4407 NOTE: CORROSION PROTECTION BY OTHERS. WALL PARALLEL TO TRUSS SummitChico.com TYPICAL TRUSS DETAIL 12 TYPICAL HSS POST DETAIL 9 TYPICAL PANEL BLOCKING DETAIL 6 TYPICAL NON-BEARING WALL DETAIL 3 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE NOTES 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. ROOF PLY AND NAILING PER PLAN 2'-0" MAX 2'-0" 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 3.) SEE 2/SD3 FOR ADDITIONAL INFO. ,N, (3) 16d TOENAILS •N• WATERPROOFING AND FASCIA BY E.N. TRUSS BY OTHERS SHEAR PER SWS TYPE DRAINAGE BY OTHERS OTHERS "6", TYP ENTIRE GABLE 2X4 FLAT OUTLOOKER AT 16d AT 8" O.C. E.N. ROOF PLY AND NOTE:24" O.C., NOTCH NAILING PER PLAN CONTRACTOR SHALL VERIFY NOTCH PLY AND TOP A34 EA. SIDE DEPTH AND LOCATION WITH TRUSS CHORD TO 1 W SOLID BLOCK ROOF PLY AND E N MFR. PRIOR TO CUTTING. SEAT OUTLOOKER 1 Q NAILING PER PLAN E.N. PLY AT BLOCKS - MSTA18 STRAP AT SPLICES, U.N.O. /BEAM SPLICE AS OCCURS 0 U FRAMING PER 2/SD3 2X BLOCK AT 2X SOLID \ GABLE END ^ 48" O.C. TYP. BLOCKS \ SHEAR PER SWS TYPE TRUSS BY OTHERS ADD 2X4 FLAT TO � O 2X LEDGER "6", BRACES LONGER WITH (3) 16d TYP ENTIRE GABLE U 16d AT 8" O.C. INTO THAN 6'-0" WITH AT 16" O.C. 2X SOLID BLOCKING 16d AT 12" O.C. < _ . �/ LU U J TRUSS BY 2X6 BRACE AT LL U 0 o A35 CLIP PER SHEAR WALL OTHERS CONT. 2X6 LEDGER SCHEDULE, OTHERWISE 4'-0" O.C. WITH z LU TOP PLATE PER SLOPED AT RAFTER (E) BALLOON STUDS AT 16" O.C., °_ ! °.__ EACH6ENDNAILS 4 -0 O.C., TYP. W 5 6/SD1, WHERE OCCURS PLANE WITH (2) OR (E) TRUSS WEB AT 16 O.C. _ 0 z 16d PER WALL STUD SIMPSON COLUMN BEAM PER PLAN PROVIDE GAP BETWEEN PANELS Lu U.N.O. , CAP PER PLAN AS REQ'D. BY MFR., 1/8" MIN. I_ • , ` Lu SHEAR PER PLAN - E.N., TYP 2X BLOCKING AT 4'-0" O.C., v a SOLID BLOCK T&B, (3) 12d T.N. EA. END >- POST PER PLAN DBL TOP PLATE Z LU CONT.'2X6 LEDGER WITH (2) 1/4" PER 6/SD1 \(3) 16d T.N. EA BLOCK c z WALL FRAMING PER PLAN DIA. SDS SCREWS WITH 2 1/2" C EMBED AT EACH STUD, 16" O.C. MAX NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. SHEAR PER PLAN WHERE OCCURS WALL FRAMING PER PLAN00 , ^ V 1 � TYPICAL TRUSS DETAIL 11 TYPICAL LEDGER DETAIL s TYPICAL BEAM DETAIL s TYPICAL GABLE END TRUSS DETAIL 2 .J r-1 NO SCALE SD3 NO SCALE SD3 NO SCALE 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. I� EVIE?NJE n FASCIA BY OTHERS E.N. ROOF PLY AND 3.) SEE 2/SD3 FOR ADDITIONAL INFO. FIO CEIUE CO fOPLIPst*'CE �+ NAILING PER PLAN ROOF PLY AND JUL 1. y�iL SHEAR PER SWS TYPE NAILING PER PLAN "6% TYP ENTIRE GABLE PANEL BLOCK BY OTHERS T'RB APSES AS•..0�.'I�aT�s 16d AT 8" O.C. E.N. . ROOF TRUSSES WITH (2) 16d TOENAILS TO - BY OTHERS TOP AND BOTT. TRUSS "'~ 2X BLOCKING PER E.N� ROOF PLY AND CHORD, TYP EACH SIDE A34 EA. SIDE NAILING PER PLAN SOLID BLOCK ARCH WHERE REQ'D RBC CLIP PER SHEAR A34 CUP E.S. ROOF TRUSSES ROOF PLY AND WALL SCHEDULE, NAILING PER PLAN ROOF TRUSSES OF EACH TRUSS BY OTHERS OTHERWISE 4'-0" O.C., TYP. BY OTHERS FASCIA BY OTHERS A34 CLIP E.S. 2X LEDGER OF EACH TRUSS E.N. PANEL BLOCK BY OTHERS WITH (2) REVISIONS: TRUSS BY OTHERS WITH (3) 16d 16d TOENAILS TO TOP AND BOTT. SOLID BLOCKING AT 16" O.C. TRUSS CHORD, TYP EACH SIDE A35 CLIP EA. Q1 PC#1 7/01/16 PANEL BLOCK TRUSS BY A35 CLIP EA. OTHERS L H2.5T EA. TRUSS x PANEL BLOCK H2.5T EA. TRUSS \ FRAMING PER 2 SD3 E.N. TOP PLATE PER 6/SD1 L / � FASCIA BY OTHERS E.N., TYP H2.5T EA. TRUSS _ HUS HGR, • U.N.O. TOP PLATE PER 6/SD1 SHEAR PER PLAN BEAM PER PLAN WHERE OCCURS I WHERE OCCURS-- DATE: 5/23/16 TOP PLATE PER 6/SDI SHEAR PER PLAN PERMIT#__ Jai_- i �9Z UU rYE COUNTY DEVELOPuIENTSLR`JICES SCALE: NTS SHEAR PER PLAN CONT. 2X6 LEDGER WITH (2) 1/4" DIA. REVIEWEDr-O WALL FRAMING PER PLAN WHERE OCCURS - TOP PLATE PER SDS SCREWS WITH 1 1/2" EMBED (2"���I�I(� DRAWN BY: RKB 6/SD1, WHERE OCCURS EMBED WHERE PLY OCCURS) AT 16" D.C.' WALL FRAMING PER PLAN DATE (� Ier4+ E.N. av`(L�6__.._ JOB NUMBER: 16-218 ALL FRAMING PER PLAN WALL FRAMING PER PLAN --SHEAR PER PLAN WHERE OCCURS SHEET: TYPICAL EAVE DETAIL 10 TYPICAL TRUSS DETAIL TYPICAL STANDOFF HEEL EAVE DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 NO SCALESD3 SD3