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HomeMy WebLinkAboutB16-1163 040-280-116TYP•j� b I EACH SPECIFIED IN THE 20 EACH 6 Q I �J TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY ' or GOLpEN GUN 510E _ 510E ALLOONE SHOERH€AD TO BE IN OPERATION AT A TIME.EXCEPT: THE MAXIMUM FLOV4 RATE FOP, 5HOYiEP YiHEN -i O �DE51GN5 USINTHI ONG E CALCULATION METHOD SPECIFIED IN SECTION 4.509.1. ` MAX ITEM 2 15 2 5 GPM ®80 PSL RAMIREZ DROP CEILING TO 3.) PLUMBING FIXTURES (WWATER CLOSETS AND URINALS) AND FITTINGS (FAUGET5 AND 5HOERHEAD5) SHALL MEET THE LANDINGS; BOTTOM OF BEAM. \� THE LANDING AT AN EXTERIOR STANDARDS REFERENCED IN TABLE 4.303.3. • DOORWAY SHALL NOT BE MORE THAN ■ 4.) A 4' DRAIN 15 REQUIRED FOR BUILDINGS PROVIDING MORE THAN O O THREE WATER CLOSETS PER 2015 CPC TABLE 1-5 FOOTNOTE 4. I O 1.-15 INCHES BELOW THE TOP OF THE I i I THRESHOLD, PROVIDED THE DOOR, Q O o O OQ hT� Il EXHAU5TJ U' ' I 0 OTHER THAN AN EXTERIOR STORM OR .- l'` I O - i pL TE i I �� T� SCREEN DOOR, DOES NOT SWING -I 1 q OVER THE LANDG. TERMINATE OUTSIDE F THE G H T SD 1 6°Xb" POST BUILDING W/ BACK -DRAFT MINA TYR PAMPERS. HEIGHT 3 ,. O EACH THAT 5 FROM PROP RTY LINE E NOT 55 G P LT E L-12.5' INCL (1) Jry ry0 COYER D PORCH �/ a 510E OR BUILDING OPENIN 5.pFESSip,; HEIGHT � =-a 1 � S�dG 6'-O' WINDOW 4,�m GONGRET SLAB FLOOR �'�y� I 6 � ��04. K ��"�I mal 4« �� STUCCO W LL5 d GLC. Y o HB • -= r-- 6050L5 SHOW ERIALVE.NOSE: w 1 1' PLATE HEIGHT TYP. PROVIDE INDIVIDUAL CONTROL -------- - - -- THERMOSTATIC MIXING VALVES, Irl EACH N 0 I PRESSURE BALANCE OR �No. 7568' ll 510E 408 3 COMBINATION VALVE TYPE. GPG I 1 I N `�"x6" 14'-11" O Y-$' I ,kT9T 6; o/ts4�* I 1 1'- O " Z lP S ry ('4 dJ N F r O S C/V1L .vP ---------------- E NAU5T4UGT5: __-- ---- - DRYER EXHAUST: 0 POST �d S ti I(1 L-4.0' Lu n I T51DE OF THE PROVIDE 4' MIN. - �i Ill N L -$.O' Sj��G N • Q,N SAFETY GLASS m - MOISTURE p O 4"x6" POST 4 5/23/2016 B)ILV1NG Vi/ EXHAUST DUCT ((� m STUB OUT GAS O 4 a B GK -DRAFT WITH BACK -DRAFT FOR BBQ o 5050R5 THESE PLANS HAVE BEEN 4"xb" 8080 6080 REVIEWED ONLY FOR D MPER5. DAMPER_ THE '� T RMINATE NOT MAXIMUM LENGTH P05T . ' LATE I G T. LESS THAT 3' FOR THE DRYER �" �� COMPLIANCEEENGRNEERIS STAMP ON • F OM PROPERTY SLIDING 5AfT __6LA55 DOOR T1� E SHO_ EXHAUST DUCT I5 SLIDIN6 SAFELY. -TY 5 DOOR BARKING "� I SCALE: 1 / 16" - 1'-O" HVAC: LVE OR BUILDING 14 FEET W/ 2 J% 0 I NOOK ■ TILE TO 2" FOR TOW Alj 1 O.ENINGS. ELBOWS. �Q %' TILE FLOOR 4"xb" POST � 4"x6" POST 2 PM � OPS BAR ®4 4'�e� THIS PLAN 15 VALID ONLY WITH (11 A LETTER SIGNED BY THIS b Q 'Q } In ENGINEER FOR EACH AT THE TIME OF ROUGH INSTALLATION OR �(� 6"X6" + 111 �SG� J ~ Ul UNIQUE BUILD. ■ DURING STORAGE ON THE CONSTRUCTION SITE �GJ I AND UNTIL FINAL STARTUP OF THE HEATING POST FIREPPPPP� f GES:_ LL AND COOLING EQUIPMENT, ALL DUCT AND HVAG.CONP. UNIT: I ( P.P. 16H O OUTPUT R � . INSTALL A5 PER MFG. SPECS d COMPLY HIGH OUTPUT OVIDE 1 BEDRO M WINDOW WITH A MIN. b t) �pS�' O '� , �IET_TED_TUBS: O OTHER RELATED AIR DISTRIBUTION SEE ELECTRICAL WITH U.S. EPA PHASE II EMISSION LIMITS. .p ^p -E" COMPONENT OPENINGS SHALL BE COVERED NOTE 32 d I GA5FIREPLACE SHALL BE DIRECT -VENT MODEL 864 65 IS �.,.' OPEI INC CA HAVE A M - N` q GY � PROVIDE SERVICE WITH TAPE, PLASTIC, SHEET METAL OR OTHER ENVIRONMENTAL L-S.O' 4• TOP OR SIDE VENT GR DE FLOOR OPE INC GAN HAVE A MIN. N T SEALED -COMBUSTION TYPE. I GL AR OPENING OF .O SQFT ACCESS PANEL METHODS. QUALITY NOTE 11. I I FIREPLAC€.5 SHALL ALSO COMPLY WITH 51L1.11EIGHT: MAX. 4 ABOVE FLOOR FOR TUB MOTOR. EATING BAR +42" APPLICABLE LOCAL ORDINANCES. 6A5FIi;ZEF1_AGE_ I SSTdG 11 MINJOPENING H€16HT 24"• I I' I I INSTALLED PER MFG. � e �' MIN.QPENING_W1QTly: O" O 6 Ip " 2'-b" b - oil D TE: DRYER GRANITE X36" ■ SPECS I �O I dJ I I n �45TE BATH 9 0�o GONG. STOOP D ti� TOP d SPLASH I I NT TO TERMINATE 0 S U Kl _ 0 S (MIN. 36" IN 3 'MIN. FRtgM ANY ( sre? C •- ' I I m I I • • JO'ry S s DIRECTION INDOW OPENING. O TLE FLO R L �d 1.5 G NOTE:_ SPECIAL VENTING IS I �I L -$.o" Ga OF TRAVEL) DRYER p O 6"X6" 4"x4" POST � a VENT O COOKTOP ®60 P REQUIRED FOR ISLAND SINKS. • I I 1 I � 6� �_ 0 5040L5 HB p 306$ D D DRYER 2040L5 W/ HOOD DBL. SINK d I SEE 2015 GPG, SECTION 909. POST 4 0 o P d SPLASH 13 lu 5040L5 DISPOSAL N __ I MASTER BEDROOM I I O �1 LIVING ROOM L-12.0' I = -�° i 6 L-6.0' 1 /2 L5AFEITE UPPER KITCHEN o I CARPET FLOOR (y UPPERS CARPET FLOOR 9J� �(� J W GLA55 TILE FLOOR W_ I NOTES BIRO i M2NTAL I 'I I SEE ENVIRONMENTAL I II BACKING WH NorEs 1-9 d 12. (� 6"X6" A WASHER TYP. e � � •� ' � DOOR I 6"X6" FOR TOWEL I �/ �y I P05T 4 SPACE DRYER - b"Xb" P05T 1 1' PLATE HEIGHT POST I I BAR ®44" GRANITE 2'-5' $'-9' 7 I I w W W.I. CLOSET yD U) TOPd5P SH Q AIR MICRO WAVE I I , , O OVER OVEN 502 � p CARPET FLOOR SSTs ? O .0 d1 LAUNDRY S)�,�� E � � 30" (I1 2'I TYPICAL II m n NOTES -7-'1912. �� �� �� �- INSIDE 'L SEE ENVIRONMENTAL `�O TILE-- FLOOR S SA _T_ � DIMENSIONS n �. I S: WATER HEAT -NOTES: 50 GAL, GAS_r4ATER HEATER: O GL 5 ` 6' P05T N GARAGE_NOTE PROVIDE THE FOLLOWING: +18" HIGH PLATFORM WITH P.T. VALVE WITH DISCHARGE 0 -b" -$• -� '""b 4"x6" !V 1) PRIVATE GARAGES ARE TO BE SEPARATED FROM THE 1) UNOBSTRUCTED 1 20v RECEPTACLE WITHIN 3'. TO OUTSIDE W/ SEISMIC STRAPS TOP AND BOTTOM. • I ►L7 DWELLING AND ATTIC BY 1/2 -INCH GYPSUM BOARD. �) CATEGORY III DIV VENT, CE TYPE B VENT W/ THE STRAPS TO BE 4' MIN. ABOVE CONTROLS. VENT N I POST 'zi d' �� ��: .�.� 2 SHELVES 24•$0 .S7 ? 2) HABITABLE SPACE ABOVE A GARAGE MUST BE 5EPARhTED STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION < THRU ROOF AND PROVIDE BARRIER FROM VEHICULAR P NTRY o d 2 POLES 11.I e 4"x6" P05T TOILET F } m (1i a BY 5/5 -INCH TYPE X 6YP5UM BOARD. I DAMAGE. 16 S) DOORS BETWEEN THE DWELLING d GARAGE 15 REQUIRED TO WHERE WATER HEATER 15 INSTALLED. I 2 $ TIL FLOOR REF SPhC:€ ` 4"Xb" POST BE 1 3/8 INCH THICK, SOLID GORE WOOD, SOLID GORE 3) CONDENSATE DRAIN NO MORE THAN 2' HIGHER THAN W/ H2O HOOKUP O ROOM w �o THE BASE OF THE WATER NEATER THAT ALLOW5 ((i �D MIRR STEEL, HONEYCOMB GORE STEEL, OR A DOOR WITH A 20 NATURAL DRAINAGE WITHOUT PUMP A5515TANCE. DB I Ili 1 MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING t 4) 6A5 SUPPLY LINE W/ A CAPACITY OF AT LEAST PROVIDE CIRCULATING PUMP B CKIN6 O 5 SHELVES ry O N O� m O ® A Z L SELF -LATCHING. 200,000BTU/HR. F RTOWEL � ATTIC -G PASSAGEWAY: STUDg 2$$O 1.5 M 4) DUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION 5) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS _ BA ®44" 0 , 4$$0 4 PROVIDE UNOBSTRUCTED, SOLID ®60 I N J MUST BE A MINIMUM OF 26 GAUGE STEEL WITH NO OPENIN65 EQUAL TO THE TOP t BOTTOM 1 /3 H ITS VERTICAL 0 FLOOR NOT LESS THAN 24' WIDE X w IN THE GARAGE I DIMENSION. STRAP SHALL BE A MIN. OF 4' ABOVE f N lii S de S HALL . 5) SUPPORTING ELEMENTS OF SEPARATION ARE NO LONGER jC�e< LE55 THAN 20' A LENGTH, FROM w ITE *3 �" .�`` REQUIRED TO LE PROTECTED. CONTROLS. B TH d AGGE55 TO HVAC UNIT. 201 3 CMC BATH ■ A Q V ✓ rG � ,,� o TILE O TOP d LASH O dS S SEC ION 904.1 1.3. I _ ry ? FLOOR '� TILE FLOOR J iv '}"X6" TILE I 0 O I) - OI 'I POST a d FLOOR JQrr! S `5�,�/Az ry .�9 1- N GRR,�►GE ��� / �t CONCRETE SLAB FLOOR I GL 5 EN v) dS S N • (� O ' 5HEETROCK WALL5 d GLG. GRANITE_r3 TILE O+ 2" S SHOWER VALVE NOTE: TOP d SPLAS 2 GP 80 54$0 rAFTY GLA55 ENOL, 28 Q Zv F lu UB 4 5HOYI€R T.P. LU5lu PROVIDE INDIVIDUAL CONTROL P LINEN / CLOSET 50 0 TILE TO +12" THERMOSTATIC MIXING VALVES, 13 J S OW R /PRESSURE BALANCE OR F ENTRY QL GPM ®80 P51 TOILE " COMBINATION VALVE TYPE. GPG 5 SHELVES O ; w to „� e 11111GARAGE 408.3 TP 2$$O TILE FLOOR O40 d) W �Tj Tj 2$6$ 11J GARAGE DOOR DOOR 1 1' PLATE HEIGHT � N � OPENER OPENER �i 'fl Lo J n'• O • r V , ---- Z �v 5-4" `F'-4• �,• ELECT SERVICE: �I LAUNDRY g���0 �% 4"X4" . PLAY ROCM / OFFICE BEDROOM #3 'C�\� 9� Qy 200 AMP SERVICE iv I I I i SINK 5 ( 10 , POST -1 TILE FLOOR I BED OOM #4 CARPET FLOOR � 36" CLEAR OF m I I � (V � � �. � •�� � �� -� DOOR OR WINDOW -_ - - -- SEE ENVIRONMENTAL d) G4NF1RIM14_GATION' MAX. -1 d) 0 CARPET FLOOR 601 bFX NOTES 7-9 d 1 2. O - 4 cz BEDROOM *2 II GARAGEI DOORS: ' L -$,O' 4" _ 0 0- O SEE ENVIRONMENTAL ■ 1) HOLD 6RAGE FLOOR BACK 50 THAT DOOR I I N ry _ ` Q NOTES 1-9 d 1 2. 1 4$OFX 30$0 1480FX PROVIDE 1 BEDROOM WINDOW WITH A MIN. ■ 13 W O� O CARPET FLOOR �0�� �t LANDSN APRON OR BELOW 6ARA6E FLOOR. ry •+ v SAFETY GLASS NET CLEAR OPENING OF 5.1 SQFT. EX(:ZFTION: b J p (1% (� SEE ENVIRONMENTALPi 2) L0114rFINISHESGARAGE DOOR OPENING TO BE 1' GRADE FLOOR OPENING CAN HAVE A MIN. NET _ O O NOTES 1-9 d 1 2. 56 SHORT IN HEIGHT! O NARROWER THAN WIDTH I I 2'- • '3'-'1" 3'-4" '1'-b" CLEAR OPENING OF 5.0 SOFT.. - I I OF RTEF, IN DOOR SIZE. O Q� JQ� Sj��� 5ILL}IEIGHT: MAX 44' ABOVE FLOOR U) 3) PROVIDy¢E SOLID BLOCKING AT CENTER OF DOOR I ti� Ili MIN. OPEN♦)N6_Vi1PT : 24 V Q .�•-`• OF Doi, TO A MINIMUM OF 1 4' ABOVE TOP SS re ? �S MIN,.QPENING IDTH: 20" I PROVIDE 1 BEDROOM WINDOW WITH A MIN. I m NET CLEAR OPENING OF 5.1 SQFT, EXG>=P_IIO_N: I d1 / 20 PROVIDE 1 BEDROOM WINDOW WITH A MIN. GRADE FLOOR OPENING CAN HAVE A MIN. NET I z NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: PORCH 6 0 - - - - - - - - - - GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. I -1 _ - - - - - - - - - - \u CLEAR OPENING OF 5.0 SOFT. � CONCRETE SLAB FLOOR 5050L5 51LL.H€16HI: MAX. 44" ABOVE FLOOR 6 L- ' 5050E V SILL�iEIGHI: MAX 44" ABOVE FLOOR HB STUCCO WALLS d CLO. HB ■ MIN.9P€MNG H€IGHI: 24'. � w ry 0 S y 0 � Q MIN.9PENING WIDTH: 20" _� � 2 p 100$0 D - - p, . D - D 1$0$0 D -° v ry H Q ry 0 MIN. OPENING HEIGHT: 24'. ' " J �Y Q S ry 6 111 O D J �Y /. 4) Oc m I O J " D ° v p J N SEBIBBS: L -$.O' Q in in L-5.0' gD N N 1 1' PLATE HEIGH �ry Ls.o' �� cn w ■ D v PROVIDE KEYLESS Q � � � MIN.9PENINGYVIDT: 20' I 1 4 � G ENTRY TOUGH PAD p D p p D ?� IN TALL NON- W O 5050L5 Il (L (il p D p D ° p p p D B GKFLORI W MOVABLE 5 D P EVENTION 5050L5 • DROP CEILING TO `r 5D 1 TVI' ry 0 6 SS tid (V pv D p p _ D - _ p D VICES. GPG 603 L-4.0 pD p p OD p p N BOTTOM OF BEAM. ry1 ry Ga pp D 0) o p D D ° '4 p D p v p LANDINGS: �` THE LAb AT AN EXTERIOR DOORWAY SHALL b d p .i �� V D ° D p CONCRETE^ p ° NOT BE MORE THAN 1.15 INCHES BELOW THE TOP TYP. �S D ° p Q��� TYP• 5D 1 TYP I7 p v D p p p p OF THE THRESHOLD, PROVIDED THE DOOR DRIVEWAY D p p OTHER THAN AN EXTERIOR STORM OR SCREEN EACH �` , EACH D D p v ° p DOOR, DOES NOT SWING OVER THE LANDING. SIDE GOINCARKTE 51DE D 1 D v D p p D p v 5D 1 ° p T-0. 1-O• 2'4 T-0• -$" 2'-4' 5- 3'-4' D v v> p 15'-b 11-3" 2'4 14'O A-" 1 1'-3" 12'-1O" d pvp 112'-0" D v 26 1 "1 SgFt TOTAL OA<RAtOE: 1005 SgFt 0OVERED PATIO.: - D v p D p R 109 SgFt FRONT ° p p v D p D° p D A COLTNTv 563 SgFt TOTAL o D � " 3 FLOOR PLAN STRUGTURAL1lOT��: ITH15 PL,�N TO COMPLY WITH THE FOLLOWING: 1 •) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL ��N Q ��I D p ° v p ,a p p • 201 3 CALIFORNIA BUILDING CODE (GBG), ° p SHEETS SD 1-SD4 FOR ADDITIONAL INFORMATION.DATE: - - - v° p • 2015 CALIFORNIA RE5IDENTIAL CODE (CRC), 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: DEVELOPMENT 5/25/2016 D ° v D p ° D SCALE: 1 /4" - 1'-O„ • 201 3 CALIFORNIA MECHANICAL GORE (CMC), v CF1�Vj(�ES ROKE p v p ° p ° ° • 201 3 CALIFORNIA PLUMBING GODS (GPG), ° ° p �.O_OR_P_L�I`t._NOTE :. EXTERIOR WALL: 2X6 DF STUD AT 16" O.G. SCALE: ARGH ° v p p ° • 2013 CALIFORNIA ELECTRICAL CODE (CEG), ° V, ° ° D 1.) d4UTOI�ATIG RE51 TIAL FIRE SPRINKLERS ARE INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G. I� / SHOWN • p - D p D p • 2015 CALIFORNIA FIRE GORE (GFR), REQUIRED ASP SECTION R3 1 3.3 OR NFPA 1 3D. - -- 3 EE DETAIL 5/SD 1 TU WALL - � ° ° p � D D • 2015 CALIFORNIA ENERGY GORE 'v D DESIGN BY. _ _ERS,_SEPARATE PERMITREQUIRED. .) 5 FOR TYPICAL 5 ° D v R' v • 2013 CALIFORNIA GREEN BUILDINGS STANDARDS CODE ° v p °p 2.) SUBMIT L CONSTRUCTION WASTE ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 20v (COMMONLY GALLED "GALGREEN') MA MENT REPORT TO THE BUILDING 4.,) ANY DISGREPANGIES BETWEEN FRAMING SHOWN AND p v D PARTMENT PRIOR TO FINAL INSPECTION. OGGUPAtNGY GROUP: 3.) PLATE HE TO BE W UNLESS NOTED OTHERWISE. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT _ ° v ° D 4J TYPICAL WALL FRAMING, UNLESS NOTED TO THE ENGINEER OF RECORD. p ° v p p • OCCUPANCY I5 R3/U WINDOY'l LABELS ° D D p p CON5TRUCTION TYPE: OTHERWISE: 5.) ALL EXP05ED FRAMING SHALL BE PRE55URE v p D D oEXTERIOR WALLS: 2"xb" DF STUDS 0 1 b"CIC TREATED WITH TREATMENT PROCESS AND SHEET F6 FIXED GLA55 ° ° v ° • CONSTRUCTION TYPE IS VB 5H SINGLE HUNG DH DOUBLE HUN ° v D p INTERIOR WALL5: 2"X4" DF 5TUD5 0 1 6' c/c APPLICATION APPROPRIATE FOR EXPOSURE 5G SINGLE CASEMENT DG DOUBLE GAS MENT TO PrRIPLE CASEMENT ° v ° p ° p p p NOTE_ ACCORDING R MFR'S WRITTEN GUIDELINES. IN LS LEFT SLIDING"" RS RIGHT SLIDIN T5 TRIPLE SLIDINGd p ° P AW SINGLE AWNING FA DOUBLE AWMI TA TRIPLeAWNIN6 p p b ° v SEE PAGE -7 FOR GENERAL NOTES B GALGREEN NOTES b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED HO HOPPER FH DOUBLE HOPP TH TRIPLE HOPPER D ° p COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, LV LOUVERED PT PASS THRU - N 6LA� p Do p p TABLE 2304.9.1, UNLESS NOTED OTHERWISE. p pp "NOTE: WINDOWS ARE A5 VIEWED FROM INS LOOKING OUTWARD. p pp v 71 p D p NOTE: HOLD TOP OF o COPYRIGHT 201 s D p WINDOWS AT V -O". p D o UNLESS NOTED OTHERWI E p p p p p ^"•" LYNNSMITHDRAFTING � AX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALGS SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief XS Plans\Scott Bechhold -Walnut Grove Pro Residence.layout L �7H � GO, GA 95913 ALLEY ROAD, 383 RIO LINDO AVENUE #200 CHICO GA 95926 OWNER: SCOTT d JODI BEGHHOLD O� M 0 22 189 SAMSON AVENUE, CORNING, CALIFORNIA q&021 PHONE: (530)521- 7242 CELL I1 EMAIL ADDRESS: Max0GadM9Ima.c0m EO(530) 592-4401 WORK EMAIL ADDRESS: Ryland•5ummltChlco.com (530) 624-0161 HIS CELL , "so;e,•aeas (530) 891-0585 --- EMAIL. ADDRESS: 5Bechholde0akrldger-abinets.com "° (530) 514-0585 CELL Lr""anr aa•�Tt•■, EMAIL ADDRESS: LynnSmlth320ATTneC ARCH D 24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS 14'-4" 1'-4" 12'-$• BEFORE CONSTRUCTION BEGINS. 10'-2" 1 V-2" 4'-4" 5'-O" Pill BY: '1,_6• 4'_4• T'-$" 2'-b" 6'-3" 4'-1 1' 1'-4" 22'-1 O" 0 1'-4' �. 4"xb" 4"X 6" POST PLUMBING NOTES: lsso) a91-csas 1 9 YOAMORE VALLEY ROAD POST 1J EACH PLUMBING FIXTURE d FITTING SHALL MEET REDUCED FLOW CA41l GALlIl A 95 9 I3 RATES SPECIFIED IN TABLE 4.303.2, LYNNSMITH520ATT.NL'T 2.) WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHALL NOT EXCEED THE MAXIMUM FLOW RATES ■d ENERGY GALG9 BY: _--------- - TYP. 5HOWERHEAD5 PERCENT REDUCTION COLUMN CONTAINED IN , ,' TYP•j� b I EACH SPECIFIED IN THE 20 EACH 6 Q I �J TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY ' or GOLpEN GUN 510E _ 510E ALLOONE SHOERH€AD TO BE IN OPERATION AT A TIME.EXCEPT: THE MAXIMUM FLOV4 RATE FOP, 5HOYiEP YiHEN -i O �DE51GN5 USINTHI ONG E CALCULATION METHOD SPECIFIED IN SECTION 4.509.1. ` MAX ITEM 2 15 2 5 GPM ®80 PSL RAMIREZ DROP CEILING TO 3.) PLUMBING FIXTURES (WWATER CLOSETS AND URINALS) AND FITTINGS (FAUGET5 AND 5HOERHEAD5) SHALL MEET THE LANDINGS; BOTTOM OF BEAM. \� THE LANDING AT AN EXTERIOR STANDARDS REFERENCED IN TABLE 4.303.3. • DOORWAY SHALL NOT BE MORE THAN ■ 4.) A 4' DRAIN 15 REQUIRED FOR BUILDINGS PROVIDING MORE THAN O O THREE WATER CLOSETS PER 2015 CPC TABLE 1-5 FOOTNOTE 4. I O 1.-15 INCHES BELOW THE TOP OF THE I i I THRESHOLD, PROVIDED THE DOOR, Q O o O OQ hT� Il EXHAU5TJ U' ' I 0 OTHER THAN AN EXTERIOR STORM OR .- l'` I O - i pL TE i I �� T� SCREEN DOOR, DOES NOT SWING -I 1 q OVER THE LANDG. TERMINATE OUTSIDE F THE G H T SD 1 6°Xb" POST BUILDING W/ BACK -DRAFT MINA TYR PAMPERS. HEIGHT 3 ,. O EACH THAT 5 FROM PROP RTY LINE E NOT 55 G P LT E L-12.5' INCL (1) Jry ry0 COYER D PORCH �/ a 510E OR BUILDING OPENIN 5.pFESSip,; HEIGHT � =-a 1 � S�dG 6'-O' WINDOW 4,�m GONGRET SLAB FLOOR �'�y� I 6 � ��04. K ��"�I mal 4« �� STUCCO W LL5 d GLC. Y o HB • -= r-- 6050L5 SHOW ERIALVE.NOSE: w 1 1' PLATE HEIGHT TYP. PROVIDE INDIVIDUAL CONTROL -------- - - -- THERMOSTATIC MIXING VALVES, Irl EACH N 0 I PRESSURE BALANCE OR �No. 7568' ll 510E 408 3 COMBINATION VALVE TYPE. GPG I 1 I N `�"x6" 14'-11" O Y-$' I ,kT9T 6; o/ts4�* I 1 1'- O " Z lP S ry ('4 dJ N F r O S C/V1L .vP ---------------- E NAU5T4UGT5: __-- ---- - DRYER EXHAUST: 0 POST �d S ti I(1 L-4.0' Lu n I T51DE OF THE PROVIDE 4' MIN. - �i Ill N L -$.O' Sj��G N • Q,N SAFETY GLASS m - MOISTURE p O 4"x6" POST 4 5/23/2016 B)ILV1NG Vi/ EXHAUST DUCT ((� m STUB OUT GAS O 4 a B GK -DRAFT WITH BACK -DRAFT FOR BBQ o 5050R5 THESE PLANS HAVE BEEN 4"xb" 8080 6080 REVIEWED ONLY FOR D MPER5. DAMPER_ THE '� T RMINATE NOT MAXIMUM LENGTH P05T . ' LATE I G T. LESS THAT 3' FOR THE DRYER �" �� COMPLIANCEEENGRNEERIS STAMP ON • F OM PROPERTY SLIDING 5AfT __6LA55 DOOR T1� E SHO_ EXHAUST DUCT I5 SLIDIN6 SAFELY. -TY 5 DOOR BARKING "� I SCALE: 1 / 16" - 1'-O" HVAC: LVE OR BUILDING 14 FEET W/ 2 J% 0 I NOOK ■ TILE TO 2" FOR TOW Alj 1 O.ENINGS. ELBOWS. �Q %' TILE FLOOR 4"xb" POST � 4"x6" POST 2 PM � OPS BAR ®4 4'�e� THIS PLAN 15 VALID ONLY WITH (11 A LETTER SIGNED BY THIS b Q 'Q } In ENGINEER FOR EACH AT THE TIME OF ROUGH INSTALLATION OR �(� 6"X6" + 111 �SG� J ~ Ul UNIQUE BUILD. ■ DURING STORAGE ON THE CONSTRUCTION SITE �GJ I AND UNTIL FINAL STARTUP OF THE HEATING POST FIREPPPPP� f GES:_ LL AND COOLING EQUIPMENT, ALL DUCT AND HVAG.CONP. UNIT: I ( P.P. 16H O OUTPUT R � . INSTALL A5 PER MFG. SPECS d COMPLY HIGH OUTPUT OVIDE 1 BEDRO M WINDOW WITH A MIN. b t) �pS�' O '� , �IET_TED_TUBS: O OTHER RELATED AIR DISTRIBUTION SEE ELECTRICAL WITH U.S. EPA PHASE II EMISSION LIMITS. .p ^p -E" COMPONENT OPENINGS SHALL BE COVERED NOTE 32 d I GA5FIREPLACE SHALL BE DIRECT -VENT MODEL 864 65 IS �.,.' OPEI INC CA HAVE A M - N` q GY � PROVIDE SERVICE WITH TAPE, PLASTIC, SHEET METAL OR OTHER ENVIRONMENTAL L-S.O' 4• TOP OR SIDE VENT GR DE FLOOR OPE INC GAN HAVE A MIN. N T SEALED -COMBUSTION TYPE. I GL AR OPENING OF .O SQFT ACCESS PANEL METHODS. QUALITY NOTE 11. I I FIREPLAC€.5 SHALL ALSO COMPLY WITH 51L1.11EIGHT: MAX. 4 ABOVE FLOOR FOR TUB MOTOR. EATING BAR +42" APPLICABLE LOCAL ORDINANCES. 6A5FIi;ZEF1_AGE_ I SSTdG 11 MINJOPENING H€16HT 24"• I I' I I INSTALLED PER MFG. � e �' MIN.QPENING_W1QTly: O" O 6 Ip " 2'-b" b - oil D TE: DRYER GRANITE X36" ■ SPECS I �O I dJ I I n �45TE BATH 9 0�o GONG. STOOP D ti� TOP d SPLASH I I NT TO TERMINATE 0 S U Kl _ 0 S (MIN. 36" IN 3 'MIN. FRtgM ANY ( sre? C •- ' I I m I I • • JO'ry S s DIRECTION INDOW OPENING. O TLE FLO R L �d 1.5 G NOTE:_ SPECIAL VENTING IS I �I L -$.o" Ga OF TRAVEL) DRYER p O 6"X6" 4"x4" POST � a VENT O COOKTOP ®60 P REQUIRED FOR ISLAND SINKS. • I I 1 I � 6� �_ 0 5040L5 HB p 306$ D D DRYER 2040L5 W/ HOOD DBL. SINK d I SEE 2015 GPG, SECTION 909. POST 4 0 o P d SPLASH 13 lu 5040L5 DISPOSAL N __ I MASTER BEDROOM I I O �1 LIVING ROOM L-12.0' I = -�° i 6 L-6.0' 1 /2 L5AFEITE UPPER KITCHEN o I CARPET FLOOR (y UPPERS CARPET FLOOR 9J� �(� J W GLA55 TILE FLOOR W_ I NOTES BIRO i M2NTAL I 'I I SEE ENVIRONMENTAL I II BACKING WH NorEs 1-9 d 12. (� 6"X6" A WASHER TYP. e � � •� ' � DOOR I 6"X6" FOR TOWEL I �/ �y I P05T 4 SPACE DRYER - b"Xb" P05T 1 1' PLATE HEIGHT POST I I BAR ®44" GRANITE 2'-5' $'-9' 7 I I w W W.I. CLOSET yD U) TOPd5P SH Q AIR MICRO WAVE I I , , O OVER OVEN 502 � p CARPET FLOOR SSTs ? O .0 d1 LAUNDRY S)�,�� E � � 30" (I1 2'I TYPICAL II m n NOTES -7-'1912. �� �� �� �- INSIDE 'L SEE ENVIRONMENTAL `�O TILE-- FLOOR S SA _T_ � DIMENSIONS n �. I S: WATER HEAT -NOTES: 50 GAL, GAS_r4ATER HEATER: O GL 5 ` 6' P05T N GARAGE_NOTE PROVIDE THE FOLLOWING: +18" HIGH PLATFORM WITH P.T. VALVE WITH DISCHARGE 0 -b" -$• -� '""b 4"x6" !V 1) PRIVATE GARAGES ARE TO BE SEPARATED FROM THE 1) UNOBSTRUCTED 1 20v RECEPTACLE WITHIN 3'. TO OUTSIDE W/ SEISMIC STRAPS TOP AND BOTTOM. • I ►L7 DWELLING AND ATTIC BY 1/2 -INCH GYPSUM BOARD. �) CATEGORY III DIV VENT, CE TYPE B VENT W/ THE STRAPS TO BE 4' MIN. ABOVE CONTROLS. VENT N I POST 'zi d' �� ��: .�.� 2 SHELVES 24•$0 .S7 ? 2) HABITABLE SPACE ABOVE A GARAGE MUST BE 5EPARhTED STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION < THRU ROOF AND PROVIDE BARRIER FROM VEHICULAR P NTRY o d 2 POLES 11.I e 4"x6" P05T TOILET F } m (1i a BY 5/5 -INCH TYPE X 6YP5UM BOARD. I DAMAGE. 16 S) DOORS BETWEEN THE DWELLING d GARAGE 15 REQUIRED TO WHERE WATER HEATER 15 INSTALLED. I 2 $ TIL FLOOR REF SPhC:€ ` 4"Xb" POST BE 1 3/8 INCH THICK, SOLID GORE WOOD, SOLID GORE 3) CONDENSATE DRAIN NO MORE THAN 2' HIGHER THAN W/ H2O HOOKUP O ROOM w �o THE BASE OF THE WATER NEATER THAT ALLOW5 ((i �D MIRR STEEL, HONEYCOMB GORE STEEL, OR A DOOR WITH A 20 NATURAL DRAINAGE WITHOUT PUMP A5515TANCE. DB I Ili 1 MINUTE FIRE PROTECTION RATING, AND BE SELF-CLOSING t 4) 6A5 SUPPLY LINE W/ A CAPACITY OF AT LEAST PROVIDE CIRCULATING PUMP B CKIN6 O 5 SHELVES ry O N O� m O ® A Z L SELF -LATCHING. 200,000BTU/HR. F RTOWEL � ATTIC -G PASSAGEWAY: STUDg 2$$O 1.5 M 4) DUCTS IN THE GARAGE THAT PENETRATE THE SEPARATION 5) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS _ BA ®44" 0 , 4$$0 4 PROVIDE UNOBSTRUCTED, SOLID ®60 I N J MUST BE A MINIMUM OF 26 GAUGE STEEL WITH NO OPENIN65 EQUAL TO THE TOP t BOTTOM 1 /3 H ITS VERTICAL 0 FLOOR NOT LESS THAN 24' WIDE X w IN THE GARAGE I DIMENSION. STRAP SHALL BE A MIN. OF 4' ABOVE f N lii S de S HALL . 5) SUPPORTING ELEMENTS OF SEPARATION ARE NO LONGER jC�e< LE55 THAN 20' A LENGTH, FROM w ITE *3 �" .�`` REQUIRED TO LE PROTECTED. CONTROLS. B TH d AGGE55 TO HVAC UNIT. 201 3 CMC BATH ■ A Q V ✓ rG � ,,� o TILE O TOP d LASH O dS S SEC ION 904.1 1.3. I _ ry ? FLOOR '� TILE FLOOR J iv '}"X6" TILE I 0 O I) - OI 'I POST a d FLOOR JQrr! S `5�,�/Az ry .�9 1- N GRR,�►GE ��� / �t CONCRETE SLAB FLOOR I GL 5 EN v) dS S N • (� O ' 5HEETROCK WALL5 d GLG. GRANITE_r3 TILE O+ 2" S SHOWER VALVE NOTE: TOP d SPLAS 2 GP 80 54$0 rAFTY GLA55 ENOL, 28 Q Zv F lu UB 4 5HOYI€R T.P. LU5lu PROVIDE INDIVIDUAL CONTROL P LINEN / CLOSET 50 0 TILE TO +12" THERMOSTATIC MIXING VALVES, 13 J S OW R /PRESSURE BALANCE OR F ENTRY QL GPM ®80 P51 TOILE " COMBINATION VALVE TYPE. GPG 5 SHELVES O ; w to „� e 11111GARAGE 408.3 TP 2$$O TILE FLOOR O40 d) W �Tj Tj 2$6$ 11J GARAGE DOOR DOOR 1 1' PLATE HEIGHT � N � OPENER OPENER �i 'fl Lo J n'• O • r V , ---- Z �v 5-4" `F'-4• �,• ELECT SERVICE: �I LAUNDRY g���0 �% 4"X4" . PLAY ROCM / OFFICE BEDROOM #3 'C�\� 9� Qy 200 AMP SERVICE iv I I I i SINK 5 ( 10 , POST -1 TILE FLOOR I BED OOM #4 CARPET FLOOR � 36" CLEAR OF m I I � (V � � �. � •�� � �� -� DOOR OR WINDOW -_ - - -- SEE ENVIRONMENTAL d) G4NF1RIM14_GATION' MAX. -1 d) 0 CARPET FLOOR 601 bFX NOTES 7-9 d 1 2. O - 4 cz BEDROOM *2 II GARAGEI DOORS: ' L -$,O' 4" _ 0 0- O SEE ENVIRONMENTAL ■ 1) HOLD 6RAGE FLOOR BACK 50 THAT DOOR I I N ry _ ` Q NOTES 1-9 d 1 2. 1 4$OFX 30$0 1480FX PROVIDE 1 BEDROOM WINDOW WITH A MIN. ■ 13 W O� O CARPET FLOOR �0�� �t LANDSN APRON OR BELOW 6ARA6E FLOOR. ry •+ v SAFETY GLASS NET CLEAR OPENING OF 5.1 SQFT. EX(:ZFTION: b J p (1% (� SEE ENVIRONMENTALPi 2) L0114rFINISHESGARAGE DOOR OPENING TO BE 1' GRADE FLOOR OPENING CAN HAVE A MIN. NET _ O O NOTES 1-9 d 1 2. 56 SHORT IN HEIGHT! O NARROWER THAN WIDTH I I 2'- • '3'-'1" 3'-4" '1'-b" CLEAR OPENING OF 5.0 SOFT.. - I I OF RTEF, IN DOOR SIZE. O Q� JQ� Sj��� 5ILL}IEIGHT: MAX 44' ABOVE FLOOR U) 3) PROVIDy¢E SOLID BLOCKING AT CENTER OF DOOR I ti� Ili MIN. OPEN♦)N6_Vi1PT : 24 V Q .�•-`• OF Doi, TO A MINIMUM OF 1 4' ABOVE TOP SS re ? �S MIN,.QPENING IDTH: 20" I PROVIDE 1 BEDROOM WINDOW WITH A MIN. I m NET CLEAR OPENING OF 5.1 SQFT, EXG>=P_IIO_N: I d1 / 20 PROVIDE 1 BEDROOM WINDOW WITH A MIN. GRADE FLOOR OPENING CAN HAVE A MIN. NET I z NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: PORCH 6 0 - - - - - - - - - - GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. I -1 _ - - - - - - - - - - \u CLEAR OPENING OF 5.0 SOFT. � CONCRETE SLAB FLOOR 5050L5 51LL.H€16HI: MAX. 44" ABOVE FLOOR 6 L- ' 5050E V SILL�iEIGHI: MAX 44" ABOVE FLOOR HB STUCCO WALLS d CLO. HB ■ MIN.9P€MNG H€IGHI: 24'. � w ry 0 S y 0 � Q MIN.9PENING WIDTH: 20" _� � 2 p 100$0 D - - p, . D - D 1$0$0 D -° v ry H Q ry 0 MIN. OPENING HEIGHT: 24'. ' " J �Y Q S ry 6 111 O D J �Y /. 4) Oc m I O J " D ° v p J N SEBIBBS: L -$.O' Q in in L-5.0' gD N N 1 1' PLATE HEIGH �ry Ls.o' �� cn w ■ D v PROVIDE KEYLESS Q � � � MIN.9PENINGYVIDT: 20' I 1 4 � G ENTRY TOUGH PAD p D p p D ?� IN TALL NON- W O 5050L5 Il (L (il p D p D ° p p p D B GKFLORI W MOVABLE 5 D P EVENTION 5050L5 • DROP CEILING TO `r 5D 1 TVI' ry 0 6 SS tid (V pv D p p _ D - _ p D VICES. GPG 603 L-4.0 pD p p OD p p N BOTTOM OF BEAM. ry1 ry Ga pp D 0) o p D D ° '4 p D p v p LANDINGS: �` THE LAb AT AN EXTERIOR DOORWAY SHALL b d p .i �� V D ° D p CONCRETE^ p ° NOT BE MORE THAN 1.15 INCHES BELOW THE TOP TYP. �S D ° p Q��� TYP• 5D 1 TYP I7 p v D p p p p OF THE THRESHOLD, PROVIDED THE DOOR DRIVEWAY D p p OTHER THAN AN EXTERIOR STORM OR SCREEN EACH �` , EACH D D p v ° p DOOR, DOES NOT SWING OVER THE LANDING. SIDE GOINCARKTE 51DE D 1 D v D p p D p v 5D 1 ° p T-0. 1-O• 2'4 T-0• -$" 2'-4' 5- 3'-4' D v v> p 15'-b 11-3" 2'4 14'O A-" 1 1'-3" 12'-1O" d pvp 112'-0" D v 26 1 "1 SgFt TOTAL OA<RAtOE: 1005 SgFt 0OVERED PATIO.: - D v p D p R 109 SgFt FRONT ° p p v D p D° p D A COLTNTv 563 SgFt TOTAL o D � " 3 FLOOR PLAN STRUGTURAL1lOT��: ITH15 PL,�N TO COMPLY WITH THE FOLLOWING: 1 •) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL ��N Q ��I D p ° v p ,a p p • 201 3 CALIFORNIA BUILDING CODE (GBG), ° p SHEETS SD 1-SD4 FOR ADDITIONAL INFORMATION.DATE: - - - v° p • 2015 CALIFORNIA RE5IDENTIAL CODE (CRC), 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: DEVELOPMENT 5/25/2016 D ° v D p ° D SCALE: 1 /4" - 1'-O„ • 201 3 CALIFORNIA MECHANICAL GORE (CMC), v CF1�Vj(�ES ROKE p v p ° p ° ° • 201 3 CALIFORNIA PLUMBING GODS (GPG), ° ° p �.O_OR_P_L�I`t._NOTE :. EXTERIOR WALL: 2X6 DF STUD AT 16" O.G. SCALE: ARGH ° v p p ° • 2013 CALIFORNIA ELECTRICAL CODE (CEG), ° V, ° ° D 1.) d4UTOI�ATIG RE51 TIAL FIRE SPRINKLERS ARE INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G. I� / SHOWN • p - D p D p • 2015 CALIFORNIA FIRE GORE (GFR), REQUIRED ASP SECTION R3 1 3.3 OR NFPA 1 3D. - -- 3 EE DETAIL 5/SD 1 TU WALL - � ° ° p � D D • 2015 CALIFORNIA ENERGY GORE 'v D DESIGN BY. _ _ERS,_SEPARATE PERMITREQUIRED. .) 5 FOR TYPICAL 5 ° D v R' v • 2013 CALIFORNIA GREEN BUILDINGS STANDARDS CODE ° v p °p 2.) SUBMIT L CONSTRUCTION WASTE ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 20v (COMMONLY GALLED "GALGREEN') MA MENT REPORT TO THE BUILDING 4.,) ANY DISGREPANGIES BETWEEN FRAMING SHOWN AND p v D PARTMENT PRIOR TO FINAL INSPECTION. OGGUPAtNGY GROUP: 3.) PLATE HE TO BE W UNLESS NOTED OTHERWISE. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT _ ° v ° D 4J TYPICAL WALL FRAMING, UNLESS NOTED TO THE ENGINEER OF RECORD. p ° v p p • OCCUPANCY I5 R3/U WINDOY'l LABELS ° D D p p CON5TRUCTION TYPE: OTHERWISE: 5.) ALL EXP05ED FRAMING SHALL BE PRE55URE v p D D oEXTERIOR WALLS: 2"xb" DF STUDS 0 1 b"CIC TREATED WITH TREATMENT PROCESS AND SHEET F6 FIXED GLA55 ° ° v ° • CONSTRUCTION TYPE IS VB 5H SINGLE HUNG DH DOUBLE HUN ° v D p INTERIOR WALL5: 2"X4" DF 5TUD5 0 1 6' c/c APPLICATION APPROPRIATE FOR EXPOSURE 5G SINGLE CASEMENT DG DOUBLE GAS MENT TO PrRIPLE CASEMENT ° v ° p ° p p p NOTE_ ACCORDING R MFR'S WRITTEN GUIDELINES. IN LS LEFT SLIDING"" RS RIGHT SLIDIN T5 TRIPLE SLIDINGd p ° P AW SINGLE AWNING FA DOUBLE AWMI TA TRIPLeAWNIN6 p p b ° v SEE PAGE -7 FOR GENERAL NOTES B GALGREEN NOTES b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED HO HOPPER FH DOUBLE HOPP TH TRIPLE HOPPER D ° p COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, LV LOUVERED PT PASS THRU - N 6LA� p Do p p TABLE 2304.9.1, UNLESS NOTED OTHERWISE. p pp "NOTE: WINDOWS ARE A5 VIEWED FROM INS LOOKING OUTWARD. p pp v 71 p D p NOTE: HOLD TOP OF o COPYRIGHT 201 s D p WINDOWS AT V -O". p D o UNLESS NOTED OTHERWI E p p p p p ^"•" LYNNSMITHDRAFTING � AX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALGS SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Chief XS Plans\Scott Bechhold -Walnut Grove Pro Residence.layout L �7H � GO, GA 95913 ALLEY ROAD, 383 RIO LINDO AVENUE #200 CHICO GA 95926 OWNER: SCOTT d JODI BEGHHOLD O� M 0 22 189 SAMSON AVENUE, CORNING, CALIFORNIA q&021 PHONE: (530)521- 7242 CELL I1 EMAIL ADDRESS: Max0GadM9Ima.c0m EO(530) 592-4401 WORK EMAIL ADDRESS: Ryland•5ummltChlco.com (530) 624-0161 HIS CELL , "so;e,•aeas (530) 891-0585 --- EMAIL. ADDRESS: 5Bechholde0akrldger-abinets.com "° (530) 514-0585 CELL Lr""anr aa•�Tt•■, EMAIL ADDRESS: LynnSmlth320ATTneC GRADING AT FOUNDATION: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE BUILDING AT A SLOPE OF NOT LF -55 THAN 6 INCHES WITHIN THE FIRST 10 FEET (5% SLOPE). 50ALE: 1 /4" - 1'-O" FOUNI2ATI0N1 PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLIGABLE. G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR , Ln SLABS) -SEE SOILS REPORT IF APPLICABLE. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT Z ILI IF APPLICABLE. E- PROPERLY PREPARED 5UB6RADE-SEE SOILS REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.G. EA. WAY MAX. MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY CALC5 0' 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 116021 PHONE: (530) 321-"1242 CELL EMAIL ADDRE55: MaX6CadMama.60m 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.G. INTERIOR WALL5: 2X4 DF STUD AT 1 6" O.G. 5.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6,) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5UMMI I 5I KU(I I UKriL LG�IV IY - �: — I "ll—� 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-440-1 WORK EMAIL ADDRESS: Ryland@5ummitChico.com 5.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 WRITTEN GUIDELINES. 9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FA5TENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. C:\Users\Lynn\Documents\Chief XS Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residence.layout OWNER: SCOTT t JODI BEGHHOLD (530) 624-01 6'I HI5 CELL EMAIL ADDRESS: SBechhold@0akridgeCabinets.com ARCH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRArTINb BY: WH (380) 89 1-0686 19 YGAMORG VALLEY ROAD C.HICO, C,AUFORNIA 9 5 115 LYNNSMITH320ATT.NCT ENERGY CALCS BY: ``,'" GOLDEN SUN MAX a O11111— DESIGNS '',,` RAMIREZ QR�FESSi�,l�q L 75685`' ; * 6,/ 0/16 Jj CIV1� �2 qT£ 0I CP"1A`i 5/23/2016 THESE PLANS HAVE BEEN REVIEriED ONLY FOR COMPLIANCE WITH ATTACHED 5TRUCTURAL CALCULATION5. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THIS ENGINEER FOR EACH z d 7- z z O IL LIVABLE: 2 6 11 SgFt TOTAL GARAGE: 1005 SgFt COVERED PATIO: 109 5gFt FRONT 454 SgFt REAR 563 SgFt TOTAL DATE: 5/23/2016 SCALE: SHOWN -26 t 8TOR U SHEET I p _ a COPYRIGHT 2015 LTPNN 7MI1 n - ✓Rnr: inv ■ �ITIT 1 99 SYCAMORE VALLEY ROAD, Il CHICO,CA959T3 (530)891-0585 WORK (530) 514-0555 CELL Lrr:,eMm+ezoAT7."er EMAIL ADDRESS: Lynn5mith320ATTnet cr IU , Ln %) a- O Z ILI ®LL <Q z cv O ILI < O vw } fD ® Q�Lu LLI Q (v< 87- to o 3: >s z d 7- z z O IL LIVABLE: 2 6 11 SgFt TOTAL GARAGE: 1005 SgFt COVERED PATIO: 109 5gFt FRONT 454 SgFt REAR 563 SgFt TOTAL DATE: 5/23/2016 SCALE: SHOWN -26 t 8TOR U SHEET I p _ a COPYRIGHT 2015 LTPNN 7MI1 n - ✓Rnr: inv ■ �ITIT 1 99 SYCAMORE VALLEY ROAD, Il CHICO,CA959T3 (530)891-0585 WORK (530) 514-0555 CELL Lrr:,eMm+ezoAT7."er EMAIL ADDRESS: Lynn5mith320ATTnet q' PLATE HEIGHT ,l STUCCO EXTERIOR: 3 GOAT FINISH UNDERLAYMENT: A MINIMUM OF ONE LAYER OF NO, 15 ASPHALT FELT, COMPLYING WITH A5TM 0-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. RAFTERS @ 24"_r -/G CONFIRM SIZE W/ SPANUENERGY P_URLIN 2'xb" RACING " c/c. TION S 2"XS"_CEILING JOISTS ® 1 b" G/c BLOCK 0 MIDSPAN 1/2* GYP. BD. FINISH BELOW 1 /2" GYP. BD. 2" x 6" 5TUD5 ® 1 6" G/C NATURAL GRADELJ FOUNDATION_ DETAILS: SEE STRUCTURAL PAGES FOR DETAILS COMPOSITION ROOFING ROOF VENTILATION: OVER 15# FELT OYER 1/2" SEE ROOF PLAN I ROOF CDX PLYWOOD OR OSB WITH VENTILATION GALLS. Sd'S AT 6", 12"c/c. PITCH 6 / 12 FASCIA _4_GUTTER: CONNECT TO 2"x3" ATTIC BATT INSULATION DOWNSPOUTS AS PER ENERGY GALLS A 1 1' PLATE HEIGHT 5/8" GYP. BD. A 61ROOF_OVERHANG TYPICAL, U.N.O. 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, DOES NOT SWING OVER THE LANDING. 2" x 4" STUDS a 16" C/C 4" CONCRETE SLAB GRAVEL FILL rA �13 SCALE: 114" - 1'-0" 4" CONCRETE SLAB FINISHED GRADE GRAVEL FILL FOUNDATION DETAILS: SEE STRUCTURAL PA6E5 FOR DETAILS 4"x6" / POST 4"x6" POST" 4"xb" POST A 4'x6" P05T i XA I .. Q 0 W O m 6"xb" POST 0w z I- Z vw Q I 6,,x6"/ 11, P05T 11 1 1 1/8" BGI 5000 1.1 AT 16" C/C INSTALL CONTINUOUS PERPENDICULAR 1 1"x4* NAILERS AT THE TOP AT 3'-O" C.0 W/ (2) Sd EACH J015T CEILING JOIST: PER NOTE 5 BELOW 6"xb" / I I POST CEILING JOIST: PER NOTE 5 BELOW I I I I I 4"x 6" CEILING J015T: CEILING JOIST: POST el PER NOTE 5 BELOW I PER NOTE 5 BELOW ---------�I F ---------I--------� I I I I I 11 I I CEILING GIST: _� 1 I PER NOTE I BELOW I II I I INC JOIST: )TE 5 BELL I I 6"x6" 1 P05T 1 1 1 /8" BCI 5000 1.1 AT 16" C/C 1 INSTALL CONTINUOUS PERPENDICULAR 11 "x4" NAILERS AT THE TOP AT V -O" c.0 6"x6" 6"xb" P05T IN/ (2) 8d EACH J015T P05T �— — �— — 6'x6" POST 4"x4" P05T CEILING J015T: PER NOTE 5 BELOW 4 4"x6" 5D4 POST TYP. CEILING 4"x&" P05T J015T LEDGER 1 1 1/8" BGI 5000 1.7 AT 1 b" C/C INSTALL CONTINUOUS PERPENDICULAR 1 "x4" NAILER5 AT THE TOP AT 3'-O" c.c W/ (2) 8d EACH JOIST 11 I TYP. CEILING JOIST LEDGER CEILING JOIST: ,� PER NOTE 5 BELOW CEILING JOIST: ER NOTE 5 BELOW 101 0 4.) PROVIDE 4X P05T MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.G.: W-6" 2. 2X6 DF -L#2 AT 16" O.G.: 12'-0" 3. 2X6 DF -L#2 AT 12" O.G.: 1 V -O" 4. 2X8 DF -L#2 AT 24" O.G.: 15'-o" 4'x6" POST CEILING JOIST: i 4'x6" POST PER NOTE 5 BELOW 4"x6" POST II I 1 11 II QI CEILING JOIST: PER NTE 5 BELOWI� I I 4"x4" POST \ II II I I 11 I I I II I I 11 CEILING JOIST:4"x6" POST PER NOTE 5 BELOW II CEILING JOI5T: PER NOTE 5 BELOW CEILING JOIST: PER NOTE 5 BELOW D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING JOIST MAXIMUM SPANS AT 24" O.G.: 1. 2X4 DF -L#2: 1'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 1 3'-3" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 1 6-3" (SOLID BLK MIDSPAN) F- CEILING JOIST MAXIMUM SPANS AT 1 b" O.G.: 1. 2X4 DF -L#2: 8'-q" 2. 2X6 DF -L#2: 1:2'- 10" 3. 2X8 DF -L#2: 1 6-3" (SOLID BLK MIDSPAN) 4. 2X 10 OF -L#2: 1 W- 10" (SOLID BLK MIDSPAN) G- TYPICAL HIP/VALLEY 2X8 DF#2 WITH 10'-6" MAX SPAN BETWEEN SUPPORTS, OTHERWISE USE 1 °/4 X 1 1/4 LVL (1 5' MAX 5PAN). SEE DETAILS 10/5D5 AND 1 1 /SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X8 DF#2 U.N.O. WITH 6-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS SUMMIT STRUCTURAL DESIGN- STRUCTURAL E' "2218q SAM50N AVENUE, CORNING, CALIFORNIA 8602 1 nni 383 RIO LINDO AVENUE #200,CHICO, GA g5g26 PHONE: (530) 321-1242 CELL (530) 5q2-4407 WORKEMAIL ADDRESS: MaxaCadMama.00m EMAIL ADDRESS: Rylando5ummitChico.com 701 =1L-11`1 C7 Jyl7 I NOTE 5 BELc CEILING JOIST: PER NOTE 5 BELOW ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A0AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (680) 8q 1-0585 1 q YCAMORE VALLEY ROAD CHICO. CALIFORNIA q 5 q 75 LYNN5MITH520ATT.NET ENERGY CALCB BY: GOLDEN SUN ow- DESIGNS Ao MAX RAMIREZ i k p�OFESSt�,,�9 K. rI L 'L� No. 75688 T * E 6/ 0/16 grFOF 5r^k-\F��\ 5/23/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE EN61NEER'5 STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH L ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND � O � 4-lu SCALE: 1/4"- 1'-O" m �- cr TO THE ENGINEER OF RECORD. ROOF PLAN STRUCTURAL NOTES: , Lo v ALL EXPOSED FRAMING SHALL BE PRESSURE 1U 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL TREATED WITH TREATMENT PROCESS AND APPLICATION a SHEETS SD 1 -5D4 FOR ADDITIONAL INFORMATION. (� I y�F z' l 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, J r\ < 563 5gFt TOTAL TECO, OR PITTSBURGH RATED SHEATHING, SPAN -:�• �` RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, �r Lu L11 > APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS DATE: AND ADJACENT PANELS STAGGERED WITH 4' ENDS ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN OFFSET 4'. EDGE NAIL WITH Sd COMMON OR c W V EQUIVALENT (0.1 3 1" DIA X 2 1/2") AT 6" O.G. AT ALL SCALE: O} PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING —� AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. PROVIDE 1 /8" GAP AT ALL PANEL ED6E5 U.N.O. BY m8 PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS lu 0-1 PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 1 1 1/8" BGI 5000 1.7 AT 1 b" C/C INSTALL CONTINUOUS PERPENDICULAR 1 "x4" NAILER5 AT THE TOP AT 3'-O" c.c W/ (2) 8d EACH JOIST 11 I TYP. CEILING JOIST LEDGER CEILING JOIST: ,� PER NOTE 5 BELOW CEILING JOIST: ER NOTE 5 BELOW 101 0 4.) PROVIDE 4X P05T MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.G.: W-6" 2. 2X6 DF -L#2 AT 16" O.G.: 12'-0" 3. 2X6 DF -L#2 AT 12" O.G.: 1 V -O" 4. 2X8 DF -L#2 AT 24" O.G.: 15'-o" 4'x6" POST CEILING JOIST: i 4'x6" POST PER NOTE 5 BELOW 4"x6" POST II I 1 11 II QI CEILING JOIST: PER NTE 5 BELOWI� I I 4"x4" POST \ II II I I 11 I I I II I I 11 CEILING JOIST:4"x6" POST PER NOTE 5 BELOW II CEILING JOI5T: PER NOTE 5 BELOW CEILING JOIST: PER NOTE 5 BELOW D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING JOIST MAXIMUM SPANS AT 24" O.G.: 1. 2X4 DF -L#2: 1'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 1 3'-3" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 1 6-3" (SOLID BLK MIDSPAN) F- CEILING JOIST MAXIMUM SPANS AT 1 b" O.G.: 1. 2X4 DF -L#2: 8'-q" 2. 2X6 DF -L#2: 1:2'- 10" 3. 2X8 DF -L#2: 1 6-3" (SOLID BLK MIDSPAN) 4. 2X 10 OF -L#2: 1 W- 10" (SOLID BLK MIDSPAN) G- TYPICAL HIP/VALLEY 2X8 DF#2 WITH 10'-6" MAX SPAN BETWEEN SUPPORTS, OTHERWISE USE 1 °/4 X 1 1/4 LVL (1 5' MAX 5PAN). SEE DETAILS 10/5D5 AND 1 1 /SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X8 DF#2 U.N.O. WITH 6-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS SUMMIT STRUCTURAL DESIGN- STRUCTURAL E' "2218q SAM50N AVENUE, CORNING, CALIFORNIA 8602 1 nni 383 RIO LINDO AVENUE #200,CHICO, GA g5g26 PHONE: (530) 321-1242 CELL (530) 5q2-4407 WORKEMAIL ADDRESS: MaxaCadMama.00m EMAIL ADDRESS: Rylando5ummitChico.com 701 =1L-11`1 C7 Jyl7 I NOTE 5 BELc CEILING JOIST: PER NOTE 5 BELOW ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A0AIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: (680) 8q 1-0585 1 q YCAMORE VALLEY ROAD CHICO. CALIFORNIA q 5 q 75 LYNN5MITH520ATT.NET ENERGY CALCB BY: GOLDEN SUN ow- DESIGNS Ao MAX RAMIREZ i k p�OFESSt�,,�9 K. rI L 'L� No. 75688 T * E 6/ 0/16 grFOF 5r^k-\F��\ 5/23/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE EN61NEER'5 STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH L ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND � O � 4-lu m �- cr TO THE ENGINEER OF RECORD. , Lo v ALL EXPOSED FRAMING SHALL BE PRESSURE 1U 0 TREATED WITH TREATMENT PROCESS AND APPLICATION 10q 5gFt FRONT (� I APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S LL l WRITTEN GUIDELINES. J r\ < 563 5gFt TOTAL q.) PROVIDE METAL HANGERS PER 1 2/SD 1 AS REQUIRED, �r Lu L11 > O DATE: O�QJ ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 5/23/2016 c W V a SCALE: O} TABLE 2304.q.1, UNLESS NOTED OTHERWISE. < m8 z� lu 0-1 O KIn J Q I- v < CL J < W CLZQ %50R =J- to vd)w LIVABLE: 26 11 SgFt TOTAL O4RAOE: 1005 5 =#- 1.) ANY DISCREPANCIES BETWEEN FRAMING 5HOWN AND g FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. COVERED 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE PATIO: TREATED WITH TREATMENT PROCESS AND APPLICATION 10q 5gFt FRONT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S __454 5gFt REAR WRITTEN GUIDELINES. 563 5gFt TOTAL q.) PROVIDE METAL HANGERS PER 1 2/SD 1 AS REQUIRED, UNLESS NOTED OTHERWISE. DATE: 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 5/23/2016 COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, SCALE: TABLE 2304.q.1, UNLESS NOTED OTHERWISE. G:\Users\Lynn\Documents\chief X8 Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residence.layout OWNER: SCOTT 4 JODI BECHHOLD (530) 624-016 -7 HIS CELL EMAIL ADOPE55: SBechholda0akridgeGabinets.com SHOWN 42@ SHEET 0 COPYRIGHT 2015 LYNN SMITH - DRAFTING Y �AIt CHICO. GA g5g73 VALLEY ROAD, ■N-Iz, -peas (530) Sq 1-0585 WORK (530) 514-0585 CELL L+-5-620ATT.""T EMAIL ADDRESS: Lynn5mlth32aATTnet ROOF PLY 1 1 /8" X 1 1 /5" ANGLE W/ (2) 1/4" X 2" LONG LAG BOLTS INTO TOP ROOFING MEMBER - TYPICAL. 5 deg A� I R NIT SEISMIC RESTRAINTS (4) DIRECTIONS. �1 1/5"X 1 1/8" ANGLE W/ NUTS d WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2"- l' -O" _ moi• i , ♦•i � � :ice_ • �Z ••• .gni . Ni •9r�• - •1Re!- l "l. a. 'ri!►s�A . ti..4155 SOFT OF ATTIC150 DIVIDED BY 15021A SOFT OF REOUIRED NET FREE VENTILATION AREA (NFVA) R0GE-VENT5 11.50 SOFT - (9 2) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) - 0.12 5 5QFT/LIN FT BY LOMANGO OMNI 5ERIF-5 OR EQ. ROOF TOP_)/ENTS _2.60 SOFT - (5) 2"x32" O'HAGIN LOW PROFILE COMP EYEBROW 72.0 5Q IN EACH) - 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ. 14.10 SOFT OF UPPER NFVA REGTANGULAR_EAVE VENT5 14.50 SOFT - (29) 5 1/2"X22 1/2' SAVE VENTS ('71 SQ IN EACH) - 0.493 SOFT BY CONSTRUCTION METALS OR EQUAL 14.30 SOFT OF LOWER NFVA 2a.40 TOTAL SOFT OF VENTS (NFVA) Inv 51 no -9 ME i LEGEND: RIDGE -LENGTH BRACE 2'k 6"@ 4 5" PURI -IN 2"X 6" ® 4_"X_BRAGE 0 VERT. BRACE PITCH 6/12 50ALE: 1/4"- 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 6:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 1 6" AT OVERHANG B 1 6" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 900E PLAN 5TRUGTURAL NOTE5: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS 5TA66EREP WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 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 1 2" O.G. PROVIDE 1 /S" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. OUT AND STACKED ROOF 5YSTEM5 SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2305.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.G.: 9'-6" 2. 2X6 DF -L#2 AT 1 6" O.G.: 12'-0" 3. 2X6 DF -L#2 AT 1 2" O.G.: 15'-0" 4. 2X8 DF -L#2 AT 24" O.G.: 1 V-0" 5. 2X8 OF -L#2 AT 1 6" O.G.: 15'-6" 6. 2X 10 DF -L#2 AT 24" O.G.: 1 6'-9" 6.) B- MINIMUM BRACE 51ZE - 2X6 G- MAXIMUM BRACE SPACING - 4'-0" O.G. "11.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS "" 22169 5AM50N AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 32 1 -7 242 CELL EMAIL ADDRESS: Max®CadMama.com D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING J015T MAXIMUM SPANS AT 24" O.G.: 1. 2X4 DF -L#2: T-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 1 V-3" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 16'-5- (SOLID BLK MIDSPAN) F- CEILING JOIST MAXIMUM SPANS AT 1 6" O.G.: 1. 2X4 DF -L#2: 5'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 16'-5" (SOLID BLK MIDSPAN) 4. 2X 10 OF -L#2: 1 9'-1 O" (SOLID BLK MIDSPAN) G- TYPICAL HIP/VALLEY 2X8 DF#2 WITH 1 0'-6" MAX SPAN BETWEEN SUPPORTS, OTHERWISE USE 1 6/4 X7 114 LVL (1 V MAX SPAN). SEE DETAILS 1 O/SD3 AND 1 1 /SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X6 DF#2 U.N.O. WITH V-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 9/SD3 FOR TYPICAL RIDGE BRACES. PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO P05T CONN'5 WITH (2) ST22 STRAPS MIN. AND A 3 5 CLIPS, U.N.O. PER PLAN AND DETAILS. �UmI"111 .1 IRVait.-LLQ- - --,----- 363 RIO LINDO AVENUE 0200, CHICO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland®SummltGhico.com 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 3.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. IQ PROVIDE METAL HANGERS PER 1 2/5D 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ARCH D (24" X S 6') 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 BEGIN5. DRAFTING BY: 4L M (690) 69 1-0686 Yl YGAMORC IA LLCY ROAD CHICO, GALIFORIUA 959'75 LYNNSMITHB 2DATT.NET ENERGY CALLS BY: ``,'� GOLDEN 5UN Olw-DESIGN5 MAX RAMIREZ e 01SSIQAVq n 16 -k �I- Sj 9TFOF rb \I 5/23/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH i lu U) � cr O _Q pp w < OL v }m O ® QJ LL, lu \bOL OL OU zli to ta -j p 3:Tw <w vp �O 4v �w z OL}O v tL IL v oo< � a°c r LIVABLE: 26 1 -I SgFt TOTAL &ARAGE: 1005 SgFt co_V_ERE_D PATIO: 109 SgFt FRONT 454 5gFt REAR 563 5gFt TOTAL DATE: 5/23/2016 5GALE: SHOWN POU SHEET ® COPYRIGHT 2015 G:\Users\Lynn\Documents\Ghlef XB Plans\Scott Bechhold -Walnut Grove Drove\Bechhold Resldence.layout `19 9 q SYYCCAMOREE VALLEY ROAD, ^ - R OWNER: SCOTT d JODI BEGHHOLD V W (530) 624-0167 HIS CELL (55 GA 95973 EMAIL ADDRESS: SBechholdcOakridgeGabinets.com w .�° °°° (530) 69 I-0585 WORK 4.:c. Lurokvn 9" (530) 51 4-0555 CELL L.1:"eM�*"eZOATr.ne* EMAIL ADDRESS: Lynn5mfth32®ATTnet FORGED A� I R NIT SEISMIC RESTRAINTS (4) DIRECTIONS. �1 1/5"X 1 1/8" ANGLE W/ NUTS d WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2"- l' -O" _ moi• i , ♦•i � � :ice_ • �Z ••• .gni . Ni •9r�• - •1Re!- l "l. a. 'ri!►s�A . ti..4155 SOFT OF ATTIC150 DIVIDED BY 15021A SOFT OF REOUIRED NET FREE VENTILATION AREA (NFVA) R0GE-VENT5 11.50 SOFT - (9 2) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) - 0.12 5 5QFT/LIN FT BY LOMANGO OMNI 5ERIF-5 OR EQ. ROOF TOP_)/ENTS _2.60 SOFT - (5) 2"x32" O'HAGIN LOW PROFILE COMP EYEBROW 72.0 5Q IN EACH) - 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ. 14.10 SOFT OF UPPER NFVA REGTANGULAR_EAVE VENT5 14.50 SOFT - (29) 5 1/2"X22 1/2' SAVE VENTS ('71 SQ IN EACH) - 0.493 SOFT BY CONSTRUCTION METALS OR EQUAL 14.30 SOFT OF LOWER NFVA 2a.40 TOTAL SOFT OF VENTS (NFVA) Inv 51 no -9 ME i LEGEND: RIDGE -LENGTH BRACE 2'k 6"@ 4 5" PURI -IN 2"X 6" ® 4_"X_BRAGE 0 VERT. BRACE PITCH 6/12 50ALE: 1/4"- 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 6:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 1 6" AT OVERHANG B 1 6" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 900E PLAN 5TRUGTURAL NOTE5: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS 5TA66EREP WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 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 1 2" O.G. PROVIDE 1 /S" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. OUT AND STACKED ROOF 5YSTEM5 SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2305.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.G.: 9'-6" 2. 2X6 DF -L#2 AT 1 6" O.G.: 12'-0" 3. 2X6 DF -L#2 AT 1 2" O.G.: 15'-0" 4. 2X8 DF -L#2 AT 24" O.G.: 1 V-0" 5. 2X8 OF -L#2 AT 1 6" O.G.: 15'-6" 6. 2X 10 DF -L#2 AT 24" O.G.: 1 6'-9" 6.) B- MINIMUM BRACE 51ZE - 2X6 G- MAXIMUM BRACE SPACING - 4'-0" O.G. "11.4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS "" 22169 5AM50N AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 32 1 -7 242 CELL EMAIL ADDRESS: Max®CadMama.com D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING J015T MAXIMUM SPANS AT 24" O.G.: 1. 2X4 DF -L#2: T-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 1 V-3" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 16'-5- (SOLID BLK MIDSPAN) F- CEILING JOIST MAXIMUM SPANS AT 1 6" O.G.: 1. 2X4 DF -L#2: 5'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 16'-5" (SOLID BLK MIDSPAN) 4. 2X 10 OF -L#2: 1 9'-1 O" (SOLID BLK MIDSPAN) G- TYPICAL HIP/VALLEY 2X8 DF#2 WITH 1 0'-6" MAX SPAN BETWEEN SUPPORTS, OTHERWISE USE 1 6/4 X7 114 LVL (1 V MAX SPAN). SEE DETAILS 1 O/SD3 AND 1 1 /SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X6 DF#2 U.N.O. WITH V-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 9/SD3 FOR TYPICAL RIDGE BRACES. PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO P05T CONN'5 WITH (2) ST22 STRAPS MIN. AND A 3 5 CLIPS, U.N.O. PER PLAN AND DETAILS. �UmI"111 .1 IRVait.-LLQ- - --,----- 363 RIO LINDO AVENUE 0200, CHICO, GA 95926 (530) 592-4407 WORK EMAIL ADDRESS: Ryland®SummltGhico.com 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 3.) ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. IQ PROVIDE METAL HANGERS PER 1 2/5D 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. ARCH D (24" X S 6') 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 BEGIN5. DRAFTING BY: 4L M (690) 69 1-0686 Yl YGAMORC IA LLCY ROAD CHICO, GALIFORIUA 959'75 LYNNSMITHB 2DATT.NET ENERGY CALLS BY: ``,'� GOLDEN 5UN Olw-DESIGN5 MAX RAMIREZ e 01SSIQAVq n 16 -k �I- Sj 9TFOF rb \I 5/23/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH i lu U) � cr O _Q pp w < OL v }m O ® QJ LL, lu \bOL OL OU zli to ta -j p 3:Tw <w vp �O 4v �w z OL}O v tL IL v oo< � a°c r LIVABLE: 26 1 -I SgFt TOTAL &ARAGE: 1005 SgFt co_V_ERE_D PATIO: 109 SgFt FRONT 454 5gFt REAR 563 5gFt TOTAL DATE: 5/23/2016 5GALE: SHOWN POU SHEET ® COPYRIGHT 2015 G:\Users\Lynn\Documents\Ghlef XB Plans\Scott Bechhold -Walnut Grove Drove\Bechhold Resldence.layout `19 9 q SYYCCAMOREE VALLEY ROAD, ^ - R OWNER: SCOTT d JODI BEGHHOLD V W (530) 624-0167 HIS CELL (55 GA 95973 EMAIL ADDRESS: SBechholdcOakridgeGabinets.com w .�° °°° (530) 69 I-0585 WORK 4.:c. Lurokvn 9" (530) 51 4-0555 CELL L.1:"eM�*"eZOATr.ne* EMAIL ADDRESS: Lynn5mfth32®ATTnet FASCIA 4 OUTTER: CONNECT TO 2"X5" POriNSFOUTS _T_ CEILIN6 FAN 3040LS LANPINOS: HB THE LANOIN6 AT AN EXTERIOR DOORYiA'f SHALL NOT BE MORE THAN 1.75 INCHES BELOri THE TOPOF THE THRESHOLD, PROVIDED THE POOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5MIN6 OVER THE LANPIN6. CONTINUOUS RID&E VENT 5 COAT ML 11IF-ir'-llll 205OLS STUCCO IF PHONE: (550) 52 11-1242 CELL llu 1 HVAr_ CONP. UNIT UNPERLAYMENT: HVAC CONP. UNIT: EMAIL APDRE55: MaxorsadMamazom 204OLS MUST BE INCANVE5CENT Yll &LASS PROVIDE 220Y ELECT MANUAL ON-OFF SY41TCH, MOTION ASPHALT FELT, COMPLYING KTH A5TM V-2:2 6 FOR TYPE 1 FELT OR OTHER DETECTOR 4 PHOTO CONTROL DISCONNECT KTHIN 25 . AFFROVEP MATERIALS BEHINP ALL TYPES OF EXTERIOR �NALL FINISHES 15 CONTINUOUS RID&E VENT 5 COAT STUCCO COMP05ITIONROOFINC7- OVER 15# FELT OVER 1/2" CONTINUOUS COX PLYNOOD OR OSB kNITH RID&E VENT 8d'5 AT ro", 12"c/c. FITCH 6 12 ROOF YENT[LATION: SEE ROOF PLAN 4 ROOF VENTILATION CALC5. CONTINUOUS RID&E VENT CONTINUOUS 'tr", `� t � I A­ af RIDOE VENT L FASCIA 4 OUTTZK: NNECTT02-X3- FOUTS f I I ; y - 1 1 1 7 F 5040LS NP c5FOI I nP c5FCl &HT SEE ENVIRONMENTAL HB HIS GUALITY NOTE 13. 1 CONTINUOUS RIDOE VENT CONTINUOUS RID6E VENT CONTINUOUS RIDOE VENT CONTINUOUS R106E VENT LI6HT .'PLATE HEI(5HT q' PLATE HEI&HT FINISHED 6RAVE COMPOSMON-ROO INr -E v ROOF VENTILATION. OVER 15# FELT OVER 1/2" SEE ROOF PLAN 4 ROOF CDX FLY�NOOD OR OSB)NITH VENTILATION CALr 5. CONTINUOUS 5 d'S AT 6", 12" c1c. RIDOE VENT FITC Hb/ 12 CONTINUOUS RID6E VENT J. - L I _J_ L _Tf__� _12 C ONTINUOU5 _t L L L� RID(5E VENT 4 FASCIA -4,6UTTER: J - TO ?*xg* I. J_ J- L JNN5FOUT5 L Ll J_ J. - I I --- _L_�_ ---i- L --I J_ J _L1 I -L I j I— j 1--' -1 L__T'l DO fT COLIN& PAN I, --- J�L_ -1 __Al IA OUTPOOP, LIGHT5: MUST BE INCANDESCENT Y41 MANUAL ON-OFF SPXITCH, MOTION DETECTOR 4 PHOTO CONTROL 505OR5 605OL5 5 COAT STUCCO - 3 COAT SAFET 6050 STUCCO 8080 I [I III III SLIVIN& SLIDINO SAFETY SAFETY &LASS &LASS No DOOR POOP, H13 r4P&FCI INP clFCI FIN15HED 6RADE LANPINC75: THE LANVIN6 AT AN EXTERIOR POORV41AY SHALL NOT BE MORE STUCCO -NOTE: STUCCO NEEP SCREEDS: THAN 1.75 INCHES BELOIN THE TOP OF THE THRESHOLD, APPLIED OVER 2 INS TALL 2* ABOVE PAVEV AREAS. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR., POFS NOT SY41N(S OVER THE LANPIN&. LAYERS OF GRADE INSTALL 4' ABOVE 501L q [AMAK"FELE\ V PAPER. VATIOW"' SCALE: 1/4"- l' -O" COMPOSITION ROOFIN&_ ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN 4 ROOF CVX FLYkNOOD OR OSB kNITH VENTILATION CALC5. 5LI'5 AT 6", 12"clo. FITCH 6 / 12 CONTINUOUS RIVC7E VENT CONTINUOUS RIDOE VENT CONTINUOUS RIDOE VENT FASCIA 4-6UTTER- CONNECT TO 2'x5" POI,4NSFOUTS V4P �FCA IF__I 265OLS 11IF-ir'-llll 205OLS IF PHONE: (550) 52 11-1242 CELL llu 1 1 UNPERLAYMENT: OUTDOOR _L16HT5: EMAIL APDRE55: MaxorsadMamazom 204OLS MUST BE INCANVE5CENT Yll &LASS A MINIMUM OF ONE LAYER OF NO. 15 MANUAL ON-OFF SY41TCH, MOTION ASPHALT FELT, COMPLYING KTH A5TM V-2:2 6 FOR TYPE 1 FELT OR OTHER DETECTOR 4 PHOTO CONTROL EMAIL ADDRESS: LynmSmfth52oATTnet AFFROVEP MATERIALS BEHINP ALL TYPES OF EXTERIOR �NALL FINISHES 15 SCALE: 114"- l' -O" REQUIRED. CONTINUOUS RID&E VENT CONTINUOUS RID6E VENT CONTINUOUS RIDOE VENT CONTINUOUS R106E VENT LI6HT .'PLATE HEI(5HT q' PLATE HEI&HT FINISHED 6RAVE COMPOSMON-ROO INr -E v ROOF VENTILATION. OVER 15# FELT OVER 1/2" SEE ROOF PLAN 4 ROOF CDX FLY�NOOD OR OSB)NITH VENTILATION CALr 5. CONTINUOUS 5 d'S AT 6", 12" c1c. RIDOE VENT FITC Hb/ 12 CONTINUOUS RID6E VENT J. - L I _J_ L _Tf__� _12 C ONTINUOU5 _t L L L� RID(5E VENT 4 FASCIA -4,6UTTER: J - TO ?*xg* I. J_ J- L JNN5FOUT5 L Ll J_ J. - I I --- _L_�_ ---i- L --I J_ J _L1 I -L I j I— j 1--' -1 L__T'l DO fT COLIN& PAN I, --- J�L_ -1 __Al IA OUTPOOP, LIGHT5: MUST BE INCANDESCENT Y41 MANUAL ON-OFF SPXITCH, MOTION DETECTOR 4 PHOTO CONTROL 505OR5 605OL5 5 COAT STUCCO - 3 COAT SAFET 6050 STUCCO 8080 I [I III III SLIVIN& SLIDINO SAFETY SAFETY &LASS &LASS No DOOR POOP, H13 r4P&FCI INP clFCI FIN15HED 6RADE LANPINC75: THE LANVIN6 AT AN EXTERIOR POORV41AY SHALL NOT BE MORE STUCCO -NOTE: STUCCO NEEP SCREEDS: THAN 1.75 INCHES BELOIN THE TOP OF THE THRESHOLD, APPLIED OVER 2 INS TALL 2* ABOVE PAVEV AREAS. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR., POFS NOT SY41N(S OVER THE LANPIN&. LAYERS OF GRADE INSTALL 4' ABOVE 501L q [AMAK"FELE\ V PAPER. VATIOW"' SCALE: 1/4"- l' -O" COMPOSITION ROOFIN&_ ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN 4 ROOF CVX FLYkNOOD OR OSB kNITH VENTILATION CALC5. 5LI'5 AT 6", 12"clo. FITCH 6 / 12 CONTINUOUS RIVC7E VENT CONTINUOUS RIDOE VENT CONTINUOUS RIDOE VENT FASCIA 4-6UTTER- CONNECT TO 2'x5" POI,4NSFOUTS V4P �FCA IF__I 265OLS 11IF-ir'-llll 205OLS IF PHONE: (550) 52 11-1242 CELL llu 1 1 505 OLS ELECT. EMAIL APDRE55: MaxorsadMamazom 204OLS 5 COAT SAFET) &LASS H5 STUCCO EMAIL ADDRESS: LynmSmfth52oATTnet COAT STUCCO OLASS POOP, 200 AMP ELECT. SERVICE METER HIS STUCCO -NOTE: 45"H MIK - 15"MAX. APPLIED OVER 2 INSTALL 2: ABOVE PAVED AREAS. LAYERS OF GRAVE INS ALL 4 A OV 5 V PAPER. DISCONNECT KTHIN 25'. &FC4 SEE ENVIRONMENTAL T',, H T"'S 117 SCALE. 1/4"- l' -O" CONTINUOUS RID&E VENT '77777�717_ ---- - ---- -7 L LL _T r L�:Y:� a ±1---_-t'CONTINUOU5 --J-i IL_tj 13 EL L L__Ll Tit Yl RIDOE VENT L J -L _I_J -1 J_ --I--L L L I -L __L_ _LL OUTPOOK-1-1614 =I- L i L _L MUST BE INCANDE5CENT Y4/ -OFF 5V41TCH, MOTION Ti MANUAL ON T if DETECTOR 4 PHOTO CONTROL _j _--I LJ 'j- !LT 17­i-�_ _r� Ij FASr _IA I OUTTER: F jj __ - _F -I - i- i�� :fL x3" _J___ -1-1- _Jj __J J_ CONNECT TO 2 , --]� i-DOViNSPOUT5 T -T "_j L_� Ll E�l FEE= L_tz _7F A Tl___ LL I A LF'_ =L __ _-I'l - _� -7-1-1---k 1--1 j _111 1 _.' [. J i -I - r_OMFO5ITIONAzZOOFINr_7_ OVER 15# FELT OVER 1/2" CDX PLYYiOOV OR 05B INITH bd'!5 AT 6", 12" c/c. PITCH 6 / 12 CONTINUOUS RIDOE VENT SCALE: 114" - l' -O" L -160T It ROOF VENTILATION SEE ROOF PLAN 4 ROOF VENTILATION CALC5. FASCIA 4_C7UTTER- CONNECT TO 2"X5" POYiN51'OUTS 1 11 =- III 5040LS�j 3 COAT STUCCO HB FAN 3040RS LANr,>IN(55: THE LANPIN& AT AN EXTERIOR POOKINAY SHALL NOT BE MORE THAN 1.15 INCHES BELOYI THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR. STORM OR SCREEN DOOR, DOES NOT SKINS OVER THE LANDIN6. III 50411OLS 1�1� ARr_H 0 (:2 4" x 5 6") I,NHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOIP MISTAKES. THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROP, BUILDING CONTRACTOR HOME OV4NEK TO KIEVIEN AND VERIFY ALL DIMENSIONS, SPECS. AND CONNECTIONS BEFORE CONSTRUCTION BEOIN5. PKAFTIN6 BY: -0555 Y 1� "AM 101 Xt 101 A MLL I! Y ffft 0 AND CHICO, CALIFORNIA q 5 4115 LYNNSMITH52oATT.NP-T ENERGY CALCS BY: -,4� 1 j w, GOLVEN SUN sm.-PESIGNS MAX KAMIKEZ fill "I THESE PLANS HAVE BEEN REVlEY4ED ONLY FOR COMPLIANCE V41TH ATTACHED STRUCTURAL CALCULATIONS. THE EN61NEEIR5 STAMP ON TH15 PLAN 15 VALID ONLY tNITH A LETTER 516NED BY TH15 ENGINEER FOR EACH lu LD %) S u- 0 < Q z N 0 LL, -1 6 lu < Ul uJ > 0 �m I ILI J as > tu 010 < OL z Ju -113 < J) lis) 3: ul III) z CONTINUOUS CONTINUOUS RID&E VENT RIDOE VENT < CONTINUOUS ul RID&E VENT -1 lu A L I L cz L l__T E:L _?_ _ _ �� I tl� a�= - lu 1 1 - T___ll _j L -i. L-1 J J If L L �-i -I- J- TINL ON 10 CONTINUOUS X RIDOE VENT /ENT tu TL T -7- L LIVABLE: L 7 -7 Sc INUOU_ 261 IFt TOTAL �r�OE VENT OARAOE: 1005 SqFt J -1. FLA I E HEI&HT F iu-x PATIO: rif WCI! 10 11 SLIFt FRONT 454 SqFt REAR 565 SqFt TOTAL ELECT. STREET VATE: V151ELE o 50 STREET. "-, w & SaALIE: 5HOYqN R HB 5, EXTZRIORFLA5TER: THE LANDIN6 AT AN EXTERIOR POORNAY SHALL NOT BE MORE PROVIDE YiEEP SCREEP 4" ABOVE EARTH 200 AMP ELECT. SHEET THAN 1.15 INCHES BEL -Ori THE TOP OF THE THRESHOLV, SERVICE METER PROVIDED THE POOK, OTHER THAN AN EXTERIOR STORM OR AND 2'ABOVE CONCRETE PER C -13C. 45"H MIN. - 15"MAX. SCREEN DOOR. DOES NOT 5MING OVER THE LANDINC5. a COPYRIGHT 2015 1 t V,L.4 MAX RAMIREZ -GOLDEN SUN DE516N - ENER6YCALC5 1* - #� 0 _2 2 1814 SAMSON AVENUE, CORNING, CALIFORNIA q 6 0 2 1 5UMMIT5TRUr-TURALIPE51(5N - 5TRUCTURALEN&INEER 3 5 3 RIO LINDO AVENUE # 2 00, CHICO, CA -15 -12 6 (530) 592-4401 r4ORK r-:\Users\Lynn\lPorument5\r-hlef Xb Plam\Scott Bechhold - rialnut Grove Prove\Bechhold Re5ldence.layout OV4NER: SCOTT 4 JODI BECHHOLD 1 q q SYCAMORE VALLEY ROAD, r -Hp, 0, CA q 5 q -7 5 PHONE: (550) 52 11-1242 CELL FFFI-Ml (550) 624-0161 H15 CELL 5 COAT (550)5 -11-0585 Y40RK EMAIL APDRE55: MaxorsadMamazom 204OLS EMAIL ADDRESS: SBerhholdooakridger-abinets.r-om STUCCO 1/2 LITE EMAIL ADDRESS: LynmSmfth52oATTnet SAFETY OLASS POOP, HVAr- CONP. UNIT HVAC_CONV_UNtT_- PROVIDE 220v ELECT. DISCONNECT KTHIN 25'. &FC4 SEE ENVIRONMENTAL GUALITY NOTE 15. SCALE: 114" - l' -O" L -160T It ROOF VENTILATION SEE ROOF PLAN 4 ROOF VENTILATION CALC5. FASCIA 4_C7UTTER- CONNECT TO 2"X5" POYiN51'OUTS 1 11 =- III 5040LS�j 3 COAT STUCCO HB FAN 3040RS LANr,>IN(55: THE LANPIN& AT AN EXTERIOR POOKINAY SHALL NOT BE MORE THAN 1.15 INCHES BELOYI THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR. STORM OR SCREEN DOOR, DOES NOT SKINS OVER THE LANDIN6. III 50411OLS 1�1� ARr_H 0 (:2 4" x 5 6") I,NHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOIP MISTAKES. THE MAKER CANNOT GUARANTEE A6AIN5T HUMAN ERROP, BUILDING CONTRACTOR HOME OV4NEK TO KIEVIEN AND VERIFY ALL DIMENSIONS, SPECS. AND CONNECTIONS BEFORE CONSTRUCTION BEOIN5. PKAFTIN6 BY: -0555 Y 1� "AM 101 Xt 101 A MLL I! Y ffft 0 AND CHICO, CALIFORNIA q 5 4115 LYNNSMITH52oATT.NP-T ENERGY CALCS BY: -,4� 1 j w, GOLVEN SUN sm.-PESIGNS MAX KAMIKEZ fill "I THESE PLANS HAVE BEEN REVlEY4ED ONLY FOR COMPLIANCE V41TH ATTACHED STRUCTURAL CALCULATIONS. THE EN61NEEIR5 STAMP ON TH15 PLAN 15 VALID ONLY tNITH A LETTER 516NED BY TH15 ENGINEER FOR EACH lu LD %) S u- 0 < Q z N 0 LL, -1 6 lu < Ul uJ > 0 �m I ILI J as > tu 010 < OL z Ju -113 < J) lis) 3: ul III) z CONTINUOUS CONTINUOUS RID&E VENT RIDOE VENT < CONTINUOUS ul RID&E VENT -1 lu A L I L cz L l__T E:L _?_ _ _ �� I tl� a�= - lu 1 1 - T___ll _j L -i. L-1 J J If L L �-i -I- J- TINL ON 10 CONTINUOUS X RIDOE VENT /ENT tu TL T -7- L LIVABLE: L 7 -7 Sc INUOU_ 261 IFt TOTAL �r�OE VENT OARAOE: 1005 SqFt J -1. FLA I E HEI&HT F iu-x PATIO: rif WCI! 10 11 SLIFt FRONT 454 SqFt REAR 565 SqFt TOTAL ELECT. STREET VATE: V151ELE o 50 STREET. "-, w & SaALIE: 5HOYqN R HB 5, EXTZRIORFLA5TER: THE LANDIN6 AT AN EXTERIOR POORNAY SHALL NOT BE MORE PROVIDE YiEEP SCREEP 4" ABOVE EARTH 200 AMP ELECT. SHEET THAN 1.15 INCHES BEL -Ori THE TOP OF THE THRESHOLV, SERVICE METER PROVIDED THE POOK, OTHER THAN AN EXTERIOR STORM OR AND 2'ABOVE CONCRETE PER C -13C. 45"H MIN. - 15"MAX. SCREEN DOOR. DOES NOT 5MING OVER THE LANDINC5. a COPYRIGHT 2015 1 t V,L.4 MAX RAMIREZ -GOLDEN SUN DE516N - ENER6YCALC5 1* - #� 0 _2 2 1814 SAMSON AVENUE, CORNING, CALIFORNIA q 6 0 2 1 5UMMIT5TRUr-TURALIPE51(5N - 5TRUCTURALEN&INEER 3 5 3 RIO LINDO AVENUE # 2 00, CHICO, CA -15 -12 6 (530) 592-4401 r4ORK r-:\Users\Lynn\lPorument5\r-hlef Xb Plam\Scott Bechhold - rialnut Grove Prove\Bechhold Re5ldence.layout OV4NER: SCOTT 4 JODI BECHHOLD 1 q q SYCAMORE VALLEY ROAD, r -Hp, 0, CA q 5 q -7 5 PHONE: (550) 52 11-1242 CELL (550) 624-0161 H15 CELL (550)5 -11-0585 Y40RK EMAIL APDRE55: MaxorsadMamazom EMAIL ADDRESS: RglandoSurnmItChIrso.com EMAIL ADDRESS: SBerhholdooakridger-abinets.r-om (550) 514-0555 CELL EMAIL ADDRESS: LynmSmfth52oATTnet ..... _. __ ............ . GFCI qW \ OCCUPANCY FCI SENSOR 64rt 3 C 4 TUBE 2 TUBE VACANCY SEE FAN: SEN50K SEEN E 64W BREAKER .A 2 TUBE GFC PROVIDE 3 OI \ CLEAR LAUNDRY ROOM_ RECEPTACLES: ❑k LAMP_HOLDERS: SEE NOTE 5. EXTERIOR_LIGHTS_ SEE NOTE 30. LAMP -HOLDERS: SEE NOTE 5. ONLY FUTURE HOT -TUB; qW PROVIDE STUB AND LED. JUNCTION BOX. CONFIRM LOCATION. \ 0 EXTERIOR RECEPTACLES_ I - q W SEE NOTE 29. -_ -� L.E.D. 9W EXTERIOR_ LIGHTS:_ EXTERIOR 1-1 75: LED. SEE NOTE 30. 91„1 SEE NOTE 30. L.E.D. L.ED. WP GFCO ` / EXTERIOR RECEPTACLES:_ WP cFc I SEE NOTE 2 q. HVAC GOND, UNIT: �., SEE ELECTRICAL 31A NOTE 32 4 4 ENVIRONMENTAL L.ED. -E QUALITY NOTE 11. EXTERIOR.REGEPTACLE5:_ SEE NOTE 14. SEE NOTE 211. COUNTERTOP.RECEPTACLtS: PK SEE NOTF/f� EXTERIOR 1_I6HT5: TE 25. 11 q•,,y� SEE NOTE 30. -1104 0 V. GE FIREWALL:_ LOW V. r-<, 1 ` WP GF Ih GFCI qW \ OCCUPANCY FCI SENSOR 64rt 3 C 4 TUBE 2 TUBE VACANCY SEE FAN: SEN50K SEEN E 64W BREAKER .A 2 TUBE GFC PROVIDE 3 OI \ CLEAR LAUNDRY ROOM_ RECEPTACLES: ❑k LAMP_HOLDERS: SEE NOTE 5. EXTERIOR_LIGHTS_ SEE NOTE 30. LAMP -HOLDERS: SEE NOTE 5. ONLY FUTURE HOT -TUB; qW PROVIDE STUB AND LED. JUNCTION BOX. CONFIRM LOCATION. \ 0 EXTERIOR RECEPTACLES_ I - q W SEE NOTE 29. -_ -� L.E.D. 9W EXTERIOR_ LIGHTS:_ EXTERIOR 1-1 75: LED. SEE NOTE 30. 91„1 SEE NOTE 30. L.E.D. L.ED. WP GFCO ` / EXTERIOR RECEPTACLES:_ WP cFc I SEE NOTE 2 q. qWqW 9W L.ED. L.E.P. LED. CLOSETS: SEE NOTE 1 q. _ GE RECEPTACLES: KIT_GHEN_LIGHTING: �., SEE NOTE 12. D 31A 15LANDOR_ PENINSULA: 4 SEE NOTE 15. L.ED. -E SMALL APPLIANCE CIRCUIT1i: 9 W SEE NOTE 14. D- COUNTERTOP.RECEPTACLtS: PK SEE NOTF/f� I � TE 25. 11 q•,,y� K -1104 0 V. GE FIREWALL:_ LOW V. _ GFCI q _� LE O LE 9W L.E.P. 122=0 1 9W NUMBER OF KITCHENS - 1 --' LOW V. O o I I �J K EXHAUST qWqW 9W L.ED. L.E.P. LED. CLOSETS: SEE NOTE 1 q. _ GE RECEPTACLES: SEE NOTE 16. Date F5/22./2016 W SMOKE/C,O_ALA�M5: 4.) RECEP2ACLE LOCATION5: SHALL BE INSTALLED 50 THAT NO POINT 3 DI TE 26, DRYI=R OUTLET: L.ED. -E ED. SEE NOTE 1 8. I in SACLE_5EPARATION: I SEE NOTE 1 1. qW CGU NGY IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR TE 25. GFCI PROTECTION ON L.ED. N5 qW GE FIREWALL:_ COUNTERTOP RECEPTACLE® _ LTD. LED TE 27. WITHIN-&' OF LAUNDRY SINK. GFCI 122=0 1 NUMBER OF KITCHENS - 1 6.) WHOLEYIOU5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) O �� M GFCI EXHAUST N: 4! I 1.) CEILING FAN5Yi1LIGHT. FLOURSCENT W/ SWITCH OR INCANDESCENT W/ I I C SEE NOTE q q W A.) A MINIMUM CFM RATING OF 75 GFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. IH_ �tOSIAT O UPANGY BATHROOM RECEPTACLES:._ OL 2' LE -D. PUCK Yes 'X No 2 x 4 = 8 LED. 5E OR SEE OTE 8. .ED. SEE NOTE 20 q VENTILATION 4 4 BULB PL" STRIP Yes No 56 X 0 = O LE BATHROOM 1_I69HT_5:__. SEE NOTE 2 1. BATHROOM EXHAU5T_FAN SEE NOTE 23. TUB OR_SHOWER FIXTURE_.:__ SEE NOTE 22. TOILET -ROOM: SjFJ= le I lfw 64W 64W 2 TUBE 2 TUBE sD 5 K1 _.ALARMS- SEE E 1 . LAMPHOLDERS: SEE NOTE 5. FAN Y4/LIGHT- SEE NOTE 1. qW imi'II,,A LAMPHOLpF-RS: SEE NOTE 5. FAN__F4/LIGHT_ SEE NOTE 7. qW L.E.P. LAMP -HOLDERS: SEE NOTE 5. 9 Y4 LED. FAN_Y4/LIGHT: SEE NOTE 1. 9W /� L.ED. WP G 1 1L- - - - - - - - - - - - - - - - - - 05✓TV EXTERIOR-11,I6HL5_ P I WP SEE NOTE 30. / � EXTERIOR_LIGHTS:_ 30 CHRISTMAS LIGHIREGEPTACLES: CHRISTMAS_1-I614LRECE-PTACLE5: SEE NOTE 30. - .� -WP CI SEE NOTE 3 1. ' SEE NOTE 5 1. .- CHRISTMAS LIGHT_ RECEPTACLES: SEE NOTE 3 1. BEDROOM: \ 18.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON EACH FLOOR OF THE DWELLING. SCALE: 1/4'- 1 '-0" SMOKE/CARBON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO -� BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. ELECTRICAL SHALL_BE_INSTALLED_PER THE 201 3_G.E G 5.) FOR BEST RESULTS, USE DUAL IONIZATION I PHOTOELECTRIC 5EN50R SMOKE ALARMS. ALL AREAS: 1 9.) GLO5ET5 LIGHTS: PER G.E.G_ 1.) REFER TO THE MANDATORY-rEA5URES FOP, RESIDENTIAL_LI HTlN G BATHROOMS: MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE 20.) BATHROOMRE4EP_TAGLE OUILET5: SHALL BE SUPPLIED BY AT LEAST ONE 20 - LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE AMPERE BRANCH GIRGUIT. SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS PER MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. GEG ART. 2 10.1 1 (C) (3). 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- 21.) BATHROOM 06HT5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR INTERRUPTER PROTECTION TO ALL 120 -VOLT, 51NGLE PHASE, 15 AND 20 -AMP PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. BRANCH CIRCUITS SUPPLYING OUTLETS. GEG ART. 2 10.1 2 (B). 22.) LIGHT_FIXTURES IN -TUB OR.5HOWER_ENCLOSURES: TO BE LABELED "SUITABLE 3.) RECEPTACLES:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP FOR DAMP LOCATION" PER GEG ART. 4 10.1 O (A) 4 (W. RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC, 23) A ROOM MEGHANIGAL EXHAUST FANS: RESIDENTIAL' KITCHEN LIGHTING WORKSHEET WS -5R' Project Title YiAl-NUT GROVE DRIVE, DURHAM, GA Date F5/22./2016 DOOR BELL I \ LOCATION GF( EXTERIORRECEPTACLI-5:_ SEE NOTE 2q. 1 9 qW \LED. EXTERIOR l_IGHT_5_ SEE NOTE 30. EXTERIOR_ LIGHTS:_ SEE NOTE 30. qW LED. qW L.E.D. 9W \ LED. WHOLE HOUSE FAN: SEE NOTE 6. q L.E. DOOR CHIME "'I LOCATION BATHROO"E-GEPPSACLEB: SEE NOTE 20. BATHROOM LIGHTS:__ SEE NOTE 2 1. BATHROOM FXHAUSTFAN_S_ : SEE NOTE 23. BUILDING VENTILATION: SEE NOTE 24. TUB_ OR SHOOTNER FIXTURES:_ SEE NOTE 22. TOILET ROOM: SEE NOTE 25. WP GFCI CH_RPJSTMA5_ LIGHZRECEPTACLES SEE NOTE 3 1. GHRISTMA51_1GHT REG€PTAGLES; LOCAL VENT TION RATE - BATHROOMS BATHROOM FAN FLOW - 50 GFM EACH NUMBER OF BATHROOMS - 3 ART. 406.12. B TN A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO •s/� •gumqri DUCT SIZE - 4 INCH 4.) RECEP2ACLE LOCATION5: SHALL BE INSTALLED 50 THAT NO POINT TERMINATE OUTSIDE THE BUILDING. At least 50 w 0 of the total wattage of permanently installed luminaires in the kitchen mast be in lminaires that are high L.ED. -E B,) UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE I in MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE 1( qW MAX. ALLOWABLE DUCT LENGTH - 70 FT. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR WHICH SHALL BE READILY AGGE551BLE. ® L.ED. -------- WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A EXHAUST_ _ SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO SECTION 514.23. OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER Luminaire Type high Efficacy Watts X Quantiti = High Efficacy Watts or Other Watts SEE NOTE q O COMBINATION. NUMBER OF KITCHENS - 1 6.) WHOLEYIOU5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) O �� M O WHICH CL05E WHEN THE FAN 15 OFF. T 4! I 1.) CEILING FAN5Yi1LIGHT. FLOURSCENT W/ SWITCH OR INCANDESCENT W/ I I C DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM CFM RATING OF 75 GFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. .n O UPANGY 8.) THERM05TAI5:_ SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. OL 2' LE -D. PUCK Yes 'X No 2 x 4 = 8 MAX. ALLOWABLE DUCT LENGTH - NO LIMIT 5E OR GFCI .ED. -113 10. ) PROVIDE STUB FOR LANDSCAPE LIGHTING I IRRIGATION TIMER. (CONFIRM) VENTILATION 4 4 BULB PL" STRIP Yes No 56 X 0 = O WHOLE BUILDING VENTILATION DERS- 05.cc 25.) TOILET_ROOM5:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 2 BULB PL STRIP Yes X NO 2$ X O = O RATE SUMMARY SUB PANEL. KITCHEN, PANTRY d DINING AREAS: SEE NOTE I ( CONTINUOUS FAN FLOW - 2286 GFM 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 26.) GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT r_ WIC4-- 1 WHOLE HOUSE FAN OGC P GY GFCI LED. PENDANT Yes X No q X 3 = 27 C5rry 5 5 R TOE KICK Yes X NO O_S K 0 = O DUCT SIZE - 16 INCH 14.) SMALL APPLIANCEGIRGUIT5: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, ACCEPTABLE.) 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE q BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE = LED. 9D LSD, I FAN WILIGHL: Of an -FAN FLOW RATE (Gfm) PER CEO ART. 2 10.52 (B). EXTERIOR: SEE NOTE 1. 15.) COUNTERTOP__REGEPTACLE5IN THE KITCHEN AND DINING ROOMS SHALL BE 2q.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/61`01 COMPLIES IF A a B Yes X NO Nbr-NUMBER_OF_BEDROOMS (MIN INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12' OR WIDER. RECEPTACLE PROTECTED. GEG ART. 2 10.8(3). GLOSE_T_5 -1) OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 30.) OUTDOOR_ LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS SEE NOTE 1 q. MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 5MOK G,O_ALARM5: Qfan - (26.2) + 0.5 X (4+ 1)) SPACE. GEG ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., SEE NOTE G Qfan - 26.2 + 5'7.5 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMC5) I LAUNDRY d UTILITY ROOMS: WHOI_E1a0USE VENTILATION: - - qW THIS BATHROOM EXHAUST FAN WORKSPACE 4 1 1 Ov WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. OUTLETS PER CEG ART. 2 10.1 1 (G) (2). qW TO BE USED FOR THE WHOLE 11.) DRYER OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEC. ATTIC: � HOU5E VENTILATION 33.) PROVIDE LIGHTS, 5WITGHE5 AND RECEPTACLE FOR MAINTENANCE OF - REQUIREMENTS. SEE NOTE 24. MECHANICAL EQUIPMENT LOCATED IN ATTIC. 3D GFCI GFCI T XHAU5T�AN.: T SEE NOTE q. F-RM05TAT: 9 W w ote 5 TE 8. LED' ^ �\ q W LE.D. OCCUPA CS, 5ENSO e 7� qy,1 SM _ _E -1C.0 A _RRM5: EXHAUST FAN_-. BA ROOM_REGEPTAGLES; i 4 L.E.D. DENOTE 15. SEE NOTE q. SEE NOTE 20. BATH�OQri LIGHTS_ ® SEE NOTE 2 1. M M O qW A BATHROOM.)=XHAUST_FANS: L.E.D. SEE NOTE 23. 4 TUB OR_SHOkXER�XTURE5_ 5MOKE/C, _L _ M5: SEE NOTE 22. SEE NOTE 18. TOET ROOM: LAMP HOLDERS: s ® � M SEE NOTE 25. SEE NOTE S. OKE.O A E NOTE 1 ELECT, SERVICE: LAMP HOLDI=RS: WP 200 AMP SERVICE SEE NOTE 5. 36" CLEAR OF DOOR OR WINDOW FANLYVILIGHT: 4 W MIN. - 75" MAX SEE NOTE 7. j�� _CONFIRM LOCATION• Csiry FAN�^ILLIGHS: SEE NOTE 7. WP GFCI CH_RPJSTMA5_ LIGHZRECEPTACLES SEE NOTE 3 1. GHRISTMA51_1GHT REG€PTAGLES; LOCAL VENT TION RATE - BATHROOMS BATHROOM FAN FLOW - 50 GFM EACH NUMBER OF BATHROOMS - 3 ART. 406.12. B TN A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO DUCT SIZE - 4 INCH 4.) RECEP2ACLE LOCATION5: SHALL BE INSTALLED 50 THAT NO POINT TERMINATE OUTSIDE THE BUILDING. At least 50 w 0 of the total wattage of permanently installed luminaires in the kitchen mast be in lminaires that are high MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 B,) UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE I in MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. MAX. ALLOWABLE DUCT LENGTH - 70 FT. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR WHICH SHALL BE READILY AGGE551BLE. LOCAL VENTILATION RATE OPENINGS SHALL HAVE A RECEPTACLE. GEC, ART. 210.52 (A). C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS 5. ) I- AMPALL SHALL BE SECURELY SUPPORTED, A FIXTURE THAT Kitchen Lighting Schedule. Provide the following Information for all luminaires to be installed In kitchens. WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. BATHROOM NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM 15 A efficacy luminaires as dw6ned In Table 150-C. Luminaires that are not high efficacy must be switched separately. SUMMARY - KITCHEN SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO SECTION 514.23. OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER Luminaire Type high Efficacy Watts X Quantiti = High Efficacy Watts or Other Watts KITCHEN FAN FLOW - 150550 CFM FOR CEILING (PADDLE) FANS PER GEG SECTION 3 14.27 (A) I (D). COMBINATION. NUMBER OF KITCHENS - 1 6.) WHOLEYIOU5E FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24.) WHOLE BUILDING -VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, A5 CAN Yes X No 13 X O = 6 L E D. O O WHICH CL05E WHEN THE FAN 15 OFF. THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE FOLLOWING. X DUCT SIZE - 8 INCH 1.) CEILING FAN5Yi1LIGHT. FLOURSCENT W/ SWITCH OR INCANDESCENT W/ 4' LE.D. CAN Yes No q x 8 = 72 DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM CFM RATING OF 75 GFM. B.) BE RATED A MAXIMUM OF 1.0 SONE. .n 8.) THERM05TAI5:_ SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. OL 2' LE -D. PUCK Yes 'X No 2 x 4 = 8 MAX. ALLOWABLE DUCT LENGTH - NO LIMIT q.) EXHAU5TFAN5: PROVIDE SAGKDRAFT DAMPERS AT ALL EXHAUST FANS. C.) THE CONTROL 5WITGH MUST BE LABELED AS THE WHOLE -BUILDING FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. X -113 10. ) PROVIDE STUB FOR LANDSCAPE LIGHTING I IRRIGATION TIMER. (CONFIRM) VENTILATION 4 4 BULB PL" STRIP Yes No 56 X 0 = O WHOLE BUILDING VENTILATION 1 1.) MAIN ELEGTRICAL.SERVICE_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 25.) TOILET_ROOM5:_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN ROOMS WITH WATER CLOSETS. 2 BULB PL STRIP Yes X NO 2$ X O = O RATE SUMMARY SUB PANEL. KITCHEN, PANTRY d DINING AREAS: GARAGE: UNDER GAB. PUCK Yes X NO 2 X iJ = O CONTINUOUS FAN FLOW - 2286 GFM 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 26.) GARAGE RECEPTACLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT WHOLE HOUSE FAN ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. 5WITGH TO HAVE VACANCY SENSOR- LIGHTS TO BE HIGH EFFICACY. 27•) GARAGEFIREWALI: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 LED. PENDANT Yes X No q X 3 = 27 13.) 15LAND_09 PENINSULA: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. GEG ART. 210.52 (G) (243) AND ART. 2 10.8. 5WITGH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE TOE KICK Yes X NO O_S K 0 = O DUCT SIZE - 16 INCH 14.) SMALL APPLIANCEGIRGUIT5: PROVIDE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, ACCEPTABLE.) 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE Yes No x BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE = M_AX -ALLOYVABLE DUGTt_ENGTH--NO-I.-IMT FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". Total: A: 101 B: O Of an -FAN FLOW RATE (Gfm) PER CEO ART. 2 10.52 (B). EXTERIOR: Afloor - CONDITIONED FLOOR AREA 15.) COUNTERTOP__REGEPTACLE5IN THE KITCHEN AND DINING ROOMS SHALL BE 2q.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/61`01 COMPLIES IF A a B Yes X NO Nbr-NUMBER_OF_BEDROOMS (MIN INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12' OR WIDER. RECEPTACLE PROTECTED. GEG ART. 2 10.8(3). 1 -1) OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 30.) OUTDOOR_ LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS Of an - (0.01 X Afloor) + (7.5 x (Nbr + 1)) MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 Qfan - (26.2) + 0.5 X (4+ 1)) SPACE. GEG ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME Qfan - 26.2 + 5'7.5 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMC5) Qfan - 63.7 (ROUNDED TO 64 CFM) LAUNDRY d UTILITY ROOMS: 3 1.) GHRI5TMA5 LI6HT5RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, 16.) LAUNDRYA_UTIWTY.ROOM REGEP_TACLESJUTLETS: SHALL BE SUPPLIED BY AT 51,NITGHEP @ FRONT DOOR - WP/GFCI PROTECTED. 32•) HVAC COND,_UNIT_: PROVIDE 220v ELECT. DISCONNECT W/ 30"x30" CLEAR LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER WORKSPACE 4 1 1 Ov WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. OUTLETS PER CEG ART. 2 10.1 1 (G) (2). 11.) DRYER OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER GEC. ATTIC: 33.) PROVIDE LIGHTS, 5WITGHE5 AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. ',1,e MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALG5 0 � 22 18q SAMSON AVENUE, CORNING, CALIFORNIA -16021 PHONE: (530)521 -'1242r -ELL EMAIL ADDRESS: MaXeCadMama.GOm SEE NOTE 3 1. ARG_ -FAULT GROUND-FAULLG_IRGUIL- NTE: INTERRUPTER PROTECTION: PROVIDE READILY ACCE551BLE SEE NOTE 2. CAPABILITY TO CIRCUIT BREAKERS, TAMPER-RE515TANTREGEPPTAGLE5: DISCONNECTS, FUSES, 5WITGHE5 4 THEIR SEE NOTE 3. ACCESSORIES. CENTER OF THE SUB PANEL RECEPTACLE LOCATIONe-n GRIP NOT MORE THAN V-1" ABOVE FLOOR. SEE NOTE 4. CEO 404.8 NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, 5WITGHE5 I THEIR ACGE55ORIE5 TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING 4 BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. =UIMI I = I MVC I UM -L. VG=ION - = I RUC I VIRAL GI 383 RIO LINDO AVENUE #200, CHICO, GA q 5926 (530) 592-4401 WORK EMAIL ADDRESS: RylandoSummltGhico.com G:\Users\Lynn\Documents\Chief X8 Plans\Scott Bee hhold - Walnut Grove Drove\Bechhold Resldence.layout OWNER: SCOTT 4 JODI BEGHHOLD (530) 624-01 67 HIS CELL EMAIL ADDRESS: 5Bechhold®OakridgeGabinets.coln ARCH P (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAIN5T HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE&N5. DRAFTINO BY: LRH W11,A.10!11. 1 VALLEY ROAD CHICO. CALIFORNIA g 5 q7 5 LYNNSMITH5 2 DATT.NET ENERGY GALLS BY: "r� OGOLDEN SUN iDESI6NS MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH 00 L O � r 4� m �- � I in V O ® d3 " 1 V/ - O <tul n, LU } m O ® Q W J O w .n OL H1 z V U -113 T LU 7- 0 O I- < 0 ~ Q -3W Uzi a 111 W Q 0 tu JU 15 LIVABLE: 26 11 SgFt TOTAL ISARAOE: 1005 SLIFt COVERED PATIO: 109 5gFt FRONT 454 5gFt REAR 565 5gFt TOTAL DATE: 5/23/2016 SCALE: 5HOY'NN POU SHEET O a COPYRIGHT 2015 LYNN SMITH - DRAFTING I��/1/�I 11y1 19 9 SYCAMORE VALLEY ROAD, r T IrA1141 CHICO, CA 95973 (530)891-0565 WORK (550) 514-0555 CELL L+-n"eHRweaoATr ner EMAIL ADDRESS: Lynn5mlth320ATT.net i � I,j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS 555 171 NV I AVE ✓ #20 - 22 1 8q SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 383 RIO Li -44 AVENUE #200, GHIGO, GA 95926 O:PHONE: (530) 32 1-1242 CELL ` (590) 592-4401 WORK EMAIL ADDRESS: Max®GadMama.com EMAIL ADDRESS: Ryland�5ummitGhico.com - , - -- _ ___ _ � _ G:\Users\Lynn\Documents\chief XS Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residence.layout OWNER: SCOTT 4 JODI BEGHHOLD (530) 624-01 61 HIS CELL EMAIL ADDRE55: 5Bechholde0akridgeGabinets.com ARGH D (24" X 5 6��1 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. DRAFTING BY: MRH (590) 89 1 -0585 1 YYGAMOR! VALLOY ROAD CHICO, GALIPORNIA'I 5 q 13 LYNNSMITHS 20ATT.NET ENERGY GALLS BY: `,' GOLDEN SUN � O v-DESIGNs '' 1 `` RAMIREZ 1.' �ti, ^�4 asc` THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH N F- O Oz ZZ <w Ul � kbv LIYA f3LE: 26 1 i SgFt TOTAL GARAGE: 1005 SgFt COVERED PATIO: 109 SgFt FRONT 454 5gFt REAR 565 5gFt TOTAL DATE: 5/25/201 6 SCALE: SHOWN �V U I! SHEET a COPYRIGHT 201 5 '-' LTI ' -1I n -✓M1 rM, 1 99 SYCAMORE VALLEY ROAD, .. ��A1 CHICO,GAg5913 row'e+:-onm (530)891-0585 WORK ' ��e"`� ;+o+;,,,;; .. (530) 51 4-0585 CELL L-.5.* 82.ATT.§e* EMAIL ADDRE55: LynnSmlth326ATT.net 5TA<IRS,_HANDR^IL5_1_GUA�RDS: SITE_ADDRESS ENVIRONMENT�L_QU,4LITY: cont. STAIR WIDTH: STAIRWAY5 SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL STAIRWAYS A5 PROVIDED FOR IN R31 1.1.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT I5 PLAINLY LEGIBLE 4 5.) AEROSOL PAINTS d COATINGS: 4.504.2.3 AEROSOL PAINTS d COATINGS SHALL MEET THE PRODUGT- WEIGHTED MIR LIMITS FOR ROC IN SECTION g4522(A)(3) d OTHER REQUIREMENTS, INCLUDING FIRE 9ESISTAt . G0N5TRUGTJON; STAIR HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE DEPLETING SUBSTANCES, IN SECTIONS g4522(C X2) 4 (DX2) OF CALIFORNIA CODE OF REGULATION5, TITLE 1 1, COMMENCING WITH SECTION 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.1 I SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE 5TAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RI5ER. OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM STROKE WIDTH OF 1 /2 INCH. WHERE AGGE55 I5 BY MEANS OF A PRIVATE ROAD 4 THE 94520; d IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRiGT ADDITIONALLY COMPLY WITH THE PERCENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, THROUGH RENINS DWELLING/GARAGE RNpLOR CARPORT SEPARATION THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY 4 LANDING. R3 1 1.1.2 BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R3 1 q.1. RULE 4 q. 6.) VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT h. FROM THE RESIDENCE 4 ATTICS: NOT LE55 THAN 1 /2 -INCH GYPSUM BOARD OR STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE EQUIVALENT APPLIED TO THE GARAGE SIDE. DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 1 2 INCHES FROM THE SIDE WHERE FOLLOWING: B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LE55 THAN AH THE WINDERS ARE NARROWER. THE 1 2 -INCH DIMENSION SHALL BE MEASURED FROM THE A. MANUFACTURER'S PRODUCT SPECIFICATION. SROM TYPE X GYPSUM BOARD OR EQUIVALENT. -INCH YP WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. G. 5T SUPPORTING FAOOR/CEQUIV ASSEMBLIES USED FOR SEPARATION EQUAL WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR GREEN_PLA�NNING 4 -PE51GN: 1.) CARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TE5TIN6 REQUIRED BY THIS SECTION: NOT LE55 THAN 1 /2 -INCH GYPSUM BOARD OR D. GARAGES LOCATED LE55 THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: Y11DTH OF THE ADJACENT WINDERS SHALL BE USED. R3 1 1.1.4 TREAD5.4 RISERS: STAIR TREADS d R15ER5 SHALL COMPLY WITH SECTION R3 1 1.1.5: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET d RUG IN5TITUTE'S GREEN LABEL PLUS PROGRAM. NOT LESS THAN 1 /2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE R3 1 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THI5 SECTION, ALL IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING 4 INTERIOR SIDE OF EXTERIOR WALL5 THAT ARE WITHIN THIS AREA. 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL _1.7.5 DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R3 1 1.-7.5.142 RISER HEIGHT d TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 1 d RETAIN 501L RUNOFF ON THE SITE 4.106.1: A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM EVALUATION OF VOLATILE ORGANIC GHEMIGAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,' VERSION 1.1, FEBRUARY 201 O (AKA SPEGIFIGATION O 1 350.) HAVE WALLS, UNDER -STAIR SURFACE d ANY SOFFITS PROTECTED ON THE ENCLOSED 510E WITH 1 /2 -INCH GYPSUM BOARD. R302.1 3/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 1 O INGHE5: THE MINIMUM WINDER TREAD DEPTH AT THE WALKLINE SHALL BE 1 O INGHE5; 4 THE MINIMUM WINDER TREAD WATER ON THE SITE. B. WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION G. NSF/ANSI 1 E TI THE GOLD LEVEL. D. SGIENTIFIG GERTIFIGATIONS SYSTEMS INDOOR ADVANTA6ETM GOLD. 3.) FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL d HORIZONTAL) d TO DEPTH SHALL BE 6 INGHE5. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 1 /4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER 5Y5TEM, WATTLE OR OTHER METHOD APPROVED BY THE 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET d RUG IN5TITUTE'5 GREEN LABEL PROGRAM. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, 4 BETWEEN A TOP STORY d THE ROOF SPACE. TREAD DEPTH IS LE55 THAN 1 1 INGHE5. STAIR TREADS 4 RISERS SHALL BE OF UNIFORM SIZE 4 SHAPE. THE ENFORCING AGENCY. G. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT q•) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. FIREBLOGKING SHALL_BEPROVIDEp IN WOOD-FRAM€OONSTRUGTIONiN THEFOLLOWING R3 1_1..1.5,2 TOLERANCE BETWEEN THE LARGEST 4 SMALLEST RISER HEIGHT OR BETWEEN THE ORDINANCE. 1 OJ RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 LOCATIONS 9502. L1_ LARGEST d SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF METHODS TO MANAGE SURFACE WATER INCLUDE: SWALE5, WATER COLLECTION d PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE A. CONGEALED SPACES OF STUD WALL5 d PARTITIONS, INCLUDING FURRED SPACES d STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER L FOLLOWING: PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A F STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS 4 AID IN VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) THE CEILING 4 FLOOR LEVELS. VERTICALLY TH 831.1 2,5.5 NOSING5: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GROUNDWATER RECHARGE. 4.106.3 HIGH PERFORMANCE PRODUCTS DATABASE. 2) HORIZONTALLY INTERVALS NOT EXCEEDING 1 O FEET. B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL d HORIZONTAL GREATER THAN q/ 1 6 INCH. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 1 /4 INGHE5 SHALL BE PROVIDED ON STAIRWAY5 WITH SOLID RISERS. THE GREATEST YNIATER_EFJGIENGY _GONSERVA�TION: B. PRODUCTS COMPLIANT WITH GHPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN d SCHOOLS PROGRAM. SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS d COVE CEILINGS. NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE INDOOR WATER CONSERVING PLUMBING FIXTURES d FITTINGS, SHALL COMPLY WITH THE G. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (REGI) FLOOR SCORE PROGRAM. G. CONGEALED 5 PAGES BETWEEN STAIR STRINGERS AT THE TOP d BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE N051NO AT THE LEVEL OF FLOORS 4 LANDINGS. BEVELING OF NO51NG5 SHALL NOT EXCEED 1/2 INCH. FOLLOWING 4.303.1: h. WATER CLOSETS: 1.26 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'5TANDARD METHOD FOR THE TE5TIN6 d EVALUATION OF VOLATILE ORGANIC GHEMIGAL EMISSIONS FROM INDOOR SOURCES U51NG D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES d WIRES AT CEILING d FLOOR EXCEPTION: OF DUAL FLUSH TOILETS 15 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO ENVIRONMENTAL CHAMBERS' VERSION 1.1, FEBRUARY 201 O (AKA SPECIFICATION 01 350). LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME d PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 1 1 INCHES. SHALL BE A FLOOR OR LANDING AT THE TOP d BOTTOM OF REDUCED FLUSHES 4 ONE FULL FLUSH. 4.303.1.1 B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD d MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL NOT BE REQUIRED TO MEET THE ASTM E 1 36 REQUIREMENTS. 5TAIRWAY LANDINGS:_ THERE EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL G. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARE'S AIR TOXICS CONTROL MEASURE E. FOR THE FIREBLOGKING OF CHIMNEYS 4 FIREPLACE5, SEE SECTION R 1003.1 9. SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER PSI. 4.303.1.3 D. MULTIPLE SHOWERHEAD5 SERVING ONE SHOWER: THE COMBINED FLOW RATE FOR COMPOSITE WOOD (1 1 GOR 93 1 20 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE LIGHT.. VENTILAtTION _4 _HEAtTINO: THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE d THE TOTAL AREA I5 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS 6 ALL 5HOWERHEAD5 AND/OR OTHER 5HOWER OUTLETS CONTROLLED BY A SINGLE SECTIONS, AS SHOWN IN TABLE 4.504.5. 12) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THI5 SECTION SHALL BE PROVIDED AS LIGH_T_4_VENTIL.ATION 8303: 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRWAY HAS A STRAIGHT RUN, VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET BE IN OPERATION REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR R AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL FOLLOWING: A. PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY AGGE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT 5WING OVER THE STAIRS. R3 1 1.1.6. LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LE55 B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED d INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR HANDRAILS: 5TAIRWAYS WITHIN DWELLING UNITS d SPIRAL STAIRWAY5 ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF THAN O.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 (SEE GGA, TITLE 1 7, SECTION q3 1 20, ET SEQ.). D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS- 1 OR E STANDARDS OF THE AREA BEING VENTILATED. 2.) ADJQINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION STAIRS WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.1.8. F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY OR ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 2269 OR EUROPEAN 636 35 REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED A5 A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL 15 OPEN 4 HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSIN65, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INGHE5 4 NOT MORE TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 P51, 4 MUST DEFAULT TO A MAXIMUM FLOW STANDARDS. E. OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY. UNOSSTRUGTED 4 PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE FLOOR AREA OF THE INTER IOR ROOM BUT NOT LELE THAN N SQUARE FEET. R303.2 THAN 38 INGHE5. R3 1 1.1.8.1. THA 55 IN ITE HANDRAIL5 WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE SECTJON_4.505: INTERIOR MOISTURE. GONTBOL 13.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A 3.) BATHRO OMS: BATHROOMS, WATER OL05ET COMPARTMENTS d OTHER similar ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT DIAMETER OF AT LEAST 1 1 /4 INGHE5 4 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION LEAST 4 INGHE 4 NOT REDUCTION. 4.N CON 4.4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM VAPOR RETARDER BY THE CALIFORNIA BUILDING GODS, CHAPTER 1 9 OR CONCRETE SLAB -ON -GR R FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT 4 TI N 1 GREATER THAN 6 1 /4 INGHE5 WITH A MAXIMUM GR055-SECTION DIMENSION OF 2 1 /4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER d INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: SHALL I L A COMPLY WITH THIS SECTION. 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT L OPAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE 50 GUBIG FEET PER MINUTE INTERMITTENT OR 20 GUBIG FEET PER MINUTE CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY A. CONTROLLERS SHALL BE WEATHER- OR 501E MOISTURE -BASED CONTROLLERS AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANT5' LEAST ONE OF THE FOLL A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINCH (1 2.1 MM) OR LARGER GLEAN AGGREGATE CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL THAT NEEDS AS WEATHER CONDITIONS CHANGE. OR SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A MIX DESIGN, WHICH WILL ADDRE55 BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE GORE, CHAPTER 4. HEATING: SHALL HAVE A SPACE OF NOT LE55 THAN 1 1 /2 INGHE5 BETWEEN THE WALL 4 THE B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A CONCRETE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. 4I 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF HANDRAIL5.. R3 1 1.1.8.2 SEPARATE WIRED OR WIRELE55 RAIN SENSOR WHICH CONNECTS OR B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. MAINTAINING A MINIMUM ROOM TEMPERATURE 68"F ATA POINT 3 FEET ABOVE THE FLOOR 4 2 FEET FROM EXTERIOR WALLS U ALL HABITABLE ROOMS. EET AB 2 EXCEPTIONS: A. HANDRAIL5 SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE COMMUNICATE5 WITH THE GONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN 5EN50R INPUT. G. A 5LAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 1 5.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE SIGNS OF FEE GHTS GF LI R 9 TURN. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL IS ALLOWED MA�TFERIAtL GONSERVA�TION_$_f�E50URGE_EFFFIGIENGY: WATER DAMAGE SHALL NOT BE INSTALLED. WALL 4 FLOOR FRAMING SHALL NOT BE ENGLOBED WHEN THE FRAMING MEMBERS EXCEED 1 q -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN HABITABLE 5P_AGE; HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS OVER THE LOWEST TREAD. GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING 1 •) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, CONDUITS OR OTHER OPENINGS IN 50LE/BOTTOM PLATES AT EXTERIOR WALL5 COMPLIANCE WITH THE FOLLOWING: A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 1 FEET. SURFACES, STAIRS, RAMPS 4 LANDINGS THAT ARE LOCATED MORE THAN 30 INGHE5 SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE R305 V4 MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 OPENINGS WITH GEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ENFORCING AGENCY 4 SHALL SAT15FY REQUIREMENTS FOUND IN SECTION 1 O 1.8 OF THI5 CODE. 8505 TIONS; 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED INGHE5 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL ADEQUATE IN STRENGTH d ATTACHMENT IN ACCORDANCE WITH SECTION R3 12. AGGEPTABLE TO THE ENFORCING AGENCY. 4.406.1 2.) TSL-tAATI T: REGYGLE AND SALVAGE FOR REUSE A B, MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (b 1 O MM) TO 4 FEET (1 2 1 q MM) FROM THE GRADE STAMPED END EACH PIECE VERIFIED. FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 1 FEET d NO PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN HEIGHT: REQUIRED GUARDS SHALL BE NOT LE55 THAN 42 INCHES HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR TR MINIMUM OF 50 PERCENT NI THE NON -HAZARDOUS CONSTRUCTION d DEMOLITION NIMUM OUGTlON CE E NON- WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET IN 5 G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 4 FLOOR M FRAMING WITH DOCUMENTATION AGGEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME 5 FEET. 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INGHE5 AT THE THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. R3 1 2.1.2. EXCEPTIONS: A MORE STRINGENT LOCAL CONSTRUCTION 4 DEMOLITION WASTE MANAGEMENT ORDINANCE. 4.408.1 OF APPROVAL TO ENCLOSE THE WALL 4 FLOOR FRAMING. PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS 5HOWN IN FIGURE R301.1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 INGHE5 MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF EXGEP_TIONS: A. EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. D. INSULATION REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET - APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INGHE5 ABOVE A THE TREADS. B INHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES Y O RKING WI THLOCAL V LOPED B W HO 5 DE E M T D R D UGTION E B. A LTE RNATE W ASTE E AGENCIES IF DIVERSION OR REGYGLE FACILITIES CAPABLE OF COMPLIANCE WITH R G 05U E. O N L RECOMMENDAT IONS PRIOR T E SECTION AUST_ AIR QUS. MINIMUM AREA 30 INGHE5 BY 30 INGHE5 AT THE 5HOWERHEAD. OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INGHE5 d NOT 5 TO THE THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY GLO E 1 bJ BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VEN TILATED 4 THROB EXHAU 4.50_ .1 EMERGENCY FSG PE $_RF-5GUF- MORE THAN 38 INGHE5 MEASURED VERTICALLY FROM A LINE CONNECTING THE JOB5ITE. SHALL COMPLY WITH THE FOLLOWING: SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE 4 RESCUE R3 1 O. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INGHE5 ABOVE LEADING EDGES OF THE TREADS. OPENING L IMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS W HIGH ALLOW G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL A. FANS SHALL BE ENERGY STAR COMPLIANT d BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE OPENING. THE FLOOR 4 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. GRADE FLOOR OPENIN65 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 PASSAGE OF A SPHERE 4 INGHE5 IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. R3 1 2.1.3 BOUNDARIES OF THE VIVER51ON FACILITY. 3.) CONSTRUCTION WA5TE MANAGEMENT.PLAN: SUBMIT A CONSTRUCTION WA5TE CONTROLLED BY A HUMIDITY CONTROL. B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY EXCEPTION: SQUARE FEET. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. EXCEPTIONS: A. FROM A HEIGHT OF 36 INGHE5 TO 42 INGHE5, GUARDS SHALL NOT HAVE OPENINGS MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED A5 NECESSARY 4 SHALL BE AVAILABLE RANGE OF LE55 THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. I UM OPENING HEIGHT: THE MIN M MINIMUM_ OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INGHE5. WHICH ALLOW PASSAGE OF A SPHERE 43/8 INGHE5 IN DIAMETER. B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.406.2 THE CONSTRUCTION d DEMOLITION WASTE MATERIALS TO BE DIVERTED G. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 IS NOT REQUIRED TO BE INTEGRAL (I.I- BUILT-IN). EGRESS: TREAD d BOTTOM RAIL SHALL NOT ALLOW PA55AGE OF A SPHERE 6 INGHE5 IN A. IDENTIFY FROM DISPOSAL BY REGYGLING, REUSE ON THE PROJECT OR SALVAGE FOR D. NOTES: FOR THE PURPOSES THIS SECTION, TI BATHROOM A ROOM WHICH CONTAIN 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R3 1 1 THE EGRESS DOOR SHALL BE SIDE -HINGED, 4 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INGHE5 DIAMETER. G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF FUTURE USE OR SALE. i BE SORTED B. SPECIFY IF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS W LL I BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM H I N RGY GORE. EXHAUST FANS SHALL COMPLY WITH THE GALIFORN A E E WHEN MEASURED BETWEEN THE FACE OF THE DOOR d THE STOP, WITH THE DOOR A SPHERE 43/8 INCHES IN DIAMETER. ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). SECTION_ 4NG OPEN qO DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT WINDOW SILLS: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WIN DOW 15 G. IDENTIFY DIVERSION FACILITIES WHERE THE GONSTRUGTION 4 DEMOLITION WASTE 1 1J HEATING 4 AIR-CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING d AIR-CONDITIONING SYSTE MS SHALL 4 AIRNVIRON IONTAL_COTEM DE BE LESS THAN 18 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE MATERIAL WILL BE TAKEN. G M THODS: BE SIZED, DESIGNED d HAVE THEIR EQUIPMENT SELECTED USING THE E THE BOTTOM OF THE STOP. LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES METHODS EMPLOYED TO REDUCE THE AMOUNT OF D. IDENTIFY GTION ANSIIAIN A. THE HEAT d HEAT GAIN 15 ESTABLISHED ACCORDING TO AN51/A MANUAL 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. CONSTRUCTION 4 DEMOLITION WASTE GENERATED. 49 EMOL SIGN E516N QUIVALENT DE EQ I (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER E IAL L THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY OPERABLE SECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW E. SPECIFY THAT THE AMOUNT d DEMOLITION WASTE MATERIALS SOFTWARE METHODS. LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INGHE5 MEASURED IN THE PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN LA ED BY I E1014T BOTH. DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT - R 51 ENTIAL D UGT B, DUCT SYSTEMS ARE SIZED ACCORDING TO 1 MANUAL ( E D M DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE 24 INCHES OF THE FINISHED FLOOR. R3 1 2.2.1 AN 4J WASTEMANAGEMENLGOMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, EQUTALGA S FTIN SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. NOT TO EXCEED 1 /4 UNIT VERTICAL iN 1 2 UNITS HORIZONTAL (2 -PERCENT). LEGAcL REQUIREMENTS: APPROVED BY THE ENFORCING AGENCY, WHICH GAN PROVIDE VERIFIABLE G. SELECT HEATING d POOLING EQUIPMENT ACCORDING 3 MANUAL 5 -2004 3.) STAIRWAY5 SHALL NOT BE LE55 THAN 36 INGHE5 IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT d BELOW THE REQUIRED HEADROOM 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE DOCUMENTATION THAT THE PERCENTAGE OF GONSTRUGTION d DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE IV LENTALGA (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. M FUNCTION EXCEPTION: USE OF ALTERNATE DE516N TEMPERATURES NECESSARY TO ENSURE THE SYSTE S HEIGHT. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5 INGHE5 ON EITHER SIDE OF THE 5TAIRWAY 4 THE MINIMUM CLEAR WIDTH OF THE 5TAIRWAY AT 4 BELOW THE WORK 15 COMPLETED 4 A FINAL INSPECTION HAS BEEN MADE. R 105.1 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION OF THE LOWEST FLOOR BEFORE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE GONSTR UCTION d DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WA5TE MANAGEMENT ARE AGGEPTABLE. INSTAsLLER SP�GIA L INSPEGT_OR5: HANDRAIL HEIGHT, INCLUDING TREADS d LANDINGS, SHALL NOT BE LE55 THAN 3 1 1 /2 CERTIFICATE I5 REQUIRED AFTER PLACEMENT INGHE5 WHERE A HANDRAIL IS INSTALLED ON ONE SIDE d 21 INCHES WHERE HANDRAILS PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. COMPANY. 5.) WASTE 5TREAM_SEDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL _ INSTALLER TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED 4 CERTIFIED IN THE PROPER ARE PROVIDED ON BOTH SIDES. FOUNDA�TION5.8 _DRAIINA�GE COMBINED WEIGHT OF CONSTRUCTION d DEMOLITION WASTE 015POSF-D OF IN LANDFILLS, INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS 4 EQUIPMENT BY A NATIONALLY OR REGIONALLY TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFO RM HVAC FIR_ E SPRINKLER_ SYSTEM: 1 3 DRAINAGE: R401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A WHICH DO NOT EXCEED FOUR (4) LB5./5Q. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION RECOGNIZED INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION d RESPONSIBILITY OF A PERSON TRAINED d CERTIFIED S OF 1 AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R3 AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE CONVEYANCE HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. 4 408 1 FEET. MP 5 XA LE TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC 5Y 5T M.E AGGEPTABLE HVAC TRAINING 4 CERTIFICATION PROGRAM5 INCLUDE BUT ARE NOT LIMITED TO THE EXCEPTION: REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT THE GRADE SHALL FALL A MINIMUM OF 6 INGHE5 WITHIN THE FIRST 1 O EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT b b) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH FOLLOWING: ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R3 1 3.2 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, INGHE5 OF FALL WITHIN 1 O FEET. DRAINS OR SWALE5 SHALL BE GONSTRUGTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 1 O FEET OF THE 5, SECTION 4.408.3 OR SECTION 4.408.4. FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. SHALL BE IN ACCORDANCE WITH NFPA 1 3D OR SECTION R3 1 3. BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE A. SAMPLE STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/ 3. TRAINING PROGRAMS SPON50RF-D BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR 5MOKE A�LA<RMS: ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R3 14: BUILDING. FRAMIN�7__.. &ENERA�L GALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THI5 SECTION. VERIFICATION ORGANIZ 4. PROGRAM5 SPONSORED BY MANUFACTURING ORGANIZATIONS. AGENCY. 1.) SMOKE A. IN EACH SLEEPING ROOM. R3 1 4.3. 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION B. MIXED CONSTRUCTION d DEMOLITION DEBRIS (G4D) PROCESSORS GAN BE 5. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING ALJN BION: WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE B. OUT5IDE EACH SEPARATE 5LEEPING AREA IN THE IMMEDIATE VICINITY OF THE WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES REGYGLING d RESPONSIBLE ENTITY ACTING A5 THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS RESP LE CTIN BEDROOMS. R3 1 4.3 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO THE CONCRETE 4 SHALL BE SPACED NOT MORE THAN b' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS RECOVERY (CALRECYCLE). 1.) OPERATION 41 E MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2" OR LESS THAN 4' FROM COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA AGGEPTABLE TO THE B-BA5ED AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN EACH END OF THE PIECE. R403.1.6 ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE CERTIFICATIONS OR QUALIFICATIONS AGGEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING THE INDIVIDUAL UNIT. R3 1 4.5 THE BUI 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INGHE5 BY 3 INGHE5 IN 51ZE, SHALL BUILDING: BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE d THE NUT EXCEPT WHERE 1, DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN GERTIFIGATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL 4 SHALL BE APPROVED ANCHOR 5TRAP5 ARE USED. THE HOLE IN THE PLATE WASHER 15 WITH THE BUILDING THROUGHOUT THE LIFE GYGLE OF THE STRUCTURE. 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD EQUIPPED WITH A BATTERY BACKUP. R3 14.4 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 b INCH EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN SLOT LENGTH NOT TO EXCEED 1 3/4 LARGER THAN THE BOLT DIAMETER d 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT d APPLIANCES, INCLUDING WATER -SAVING DEVICES d S EMS, PUBLISHER. B A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE. I INGHE5, PROVIDED A STANDARD GUT WASHER IS PLACED BETWEEN THE PLATE AN HVAC SYSTEMS, WATER -HEATING SYSTEMS d OTHER MAJOR APPLIANCES d 2. HERTIRATE S, HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, < HOME ENERGY AUDITORS. I CARBON_MONOXIDE_AtLA1RMS: WASHER d THE NUT. R602.1 1 EQUIPMENT. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS d IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING 3.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALL5 d B, ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS d DOWNSPOUTS. ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR G. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS d AIR FILTERS. APPROPRIATE TRADE. 4. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. APPLIANCES ARE INSTALLED 4 IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. PRESERVATIVE -TREATED WOOD. 4.) POSTS, GIRDERS, JOISTS 4 5UBFLOOR LOCATED IN A CRAWL SPACE MUST BE D. LANDSCAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. NOTES: 1 INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS R3 1 5. 2.) CARBON MONOXIDE AL ARMS REQUIRED BY SECTIONS R3 1 5.1 d R3 1 5.2 SHALL BE NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55 THAN 1 8" OR WOOD GIRDERS ARE LESS THAN 1 2" ABOVE THE EXPOSED GROUND. 3. INFORMATION FROM LOCAL UTILITY, WATER d WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING REGYGLE •SPECIAL OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED THE CALIFORNIA ENERGY COMMISSION (CEG INSTALLED IN THE FOLLOWING LOCATIONS: OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE 5.) WOOD ROOF TRU55 MEMBERS 4 COMPONENTS SHALL NOT BE GUT, NOTCHED, PROGRAMS d LOCATIONS. AREA. THE HOME ENERGY RATING SYSTEM (HERS). TO RATE HOMES IN CALIFORNIA HO THE A. OUTSIDE OF THE BEDROOM(5). DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN 4, PUBLIC, TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING A5 GENCY, HE OI VICINITY Y EVEL OF A DWELLING UNIT INCLUDING BASEMENTS. L APPROVAL OF A REGISTERED DESIGN PROFESSIONAL THE TRU55 DESIGN SHALL 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER B. ON EVER TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. HUMIDITY BETWEEN 30-60 PERCENT d WHAT METHODS AN OCCUPANT MAY USE TO DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS GODS. SPECIAL INSPECTORS SHALL W OOD_P._ROTEGTION: FLOOR_FRA MING: MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. DESIGN d DEMONSTRATE COMPETENCE TO THE 5ATI5FAGTION OF THE ENFORCING AGENCY FOR THE PARTICULAR SHALL HAVE A 1.) PROTECTION OF WOOD d WOOD BA SED PRODUCTS FROM DECAY SHALL BE IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MEGHANIGAL 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE d IRRIGATION CONTROLLERS WHICH CONSERVE WATER. TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR GERTIFIGATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED PROVIDED OR WOOD THAT I5 PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALL5. SUCH OPENINGS A NET AREA OF NOT LE55 THAN 1 SQFT FOR EACH 150 SQFT OF 1. INSTRUCTIONS FOR MAINTAINING GUTTERS d DOWNSPOUTS d THE IMPORTANCE OF BY THE LOCAL AGENCY. THE AREA OF GERTIFIGATION SHALL BE CLOSELY RELATED TO THE PRIMARY SPECIES, PRODUCT, PRESERVATIVE d END USE. section r3 1 1. PRESERVATIVES SHALL IN SECTION 4 OF AWPA U 1. SHALL HAVE UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED 50 A5 TO PROVIDE GR055 DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. NATE: 5PEGIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN H BE LISTED A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER OR WOOD GIRDERS WHEN CLOSER THAN 1 2 INGHE5 TO THE VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION-Rv515TANT WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /8" OR OTHER APPRO ED NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. q. INFORMATION ABOUT STATE SOLAR ENERGY d INCENTIVE PROGRAMS AVAILABLE. MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. DOCUMENTATION: ?03.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS GORE SHALL INCLUDE BU THAN 1 8 INGHE5 EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1 /4" IN 1 O. A COPY OF ALL 5PEGIAL INSPECTION VERIFICATIONS REQUIRED BY THE 15 NOT LIMITED TO, GONSTRUGTION DOCUMENTS, PLANS, SPEGIFIGATIONS, BUILDER OR INSTALLER PERIPHERY OF THE BUILDING FOUNDATION. DIMENSION. R408 B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 2,) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE AGGE55 OPENING NOT ENFORCING AGENCY OR THIS CODE. QUALITY: CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL FOUNDATION WALL5 d ARE LESS THAN 8 INGHE5 FROM THE EXPOSED GROUND. LE55 THAN 1 8" 1B,Y 24". R406.4 SILLS d SLEEPERS ON A CONCRETE OR MASONRY 5LAB THAT 15 IN DIRECT CONTACT GEILING_FRAMING: ROOF ENVIRONMENTAL_ 5EGTION 4,501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE OF h BUILDING'S INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY G. WITH THE GROUND UNLESS SEPARATED FROM SUCH 5LAB BY AN IMPERVIOUS 1.) ATTIC VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE GROSS ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT d WELL BEING INSTALLERS, OCCUPANTS 4 NEIGHBORS. MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. MOISTURE BARRIER. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1 " OF AIRSPACE I5 REQUIRED BETWEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE 1 J FIREPLACE5: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT 5EALED- COMBUSTION TYPE. ANY INSTALLED WOOD5TOVE OR PELLET STOVE SHALL COMPLY WITH WALL5 HAVING CLEARANCES OF LESS THAN 1 /2 INCH ON TOPS, SIDES d ENDS. E. WOOD 51DING, SHEATHING d WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING VENTILATING AREA SHALL NOT BE LESS THAN 1 / 1 50 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOOD5TOVE5, PELLET STOVES 4 FIREPLACE5 SHALL AL50 COMPLY WITH APPLICABLE LOCAL ORDINANCES. A CLEARANCE OF LESS THAN b INCHES FROM THE GROUND OR LE55 THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, d SPACE d THE BALANCE PROVIDED BY SOFFIT VENTS. R506 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF THE 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS d PROTECTION OF MEGHANIGAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR AREA WHEN AT LEAST 40% d NOT MORE THAN 50% OF THE REQUIRED VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 DURING STORAGE ON THE CONSTRUCTION SITE d UNTIL FINAL STARTUP OF THE HEATING, COOLING t VENTILATING EQUIPMENT, AL DUCT t OTHER RELATED AIR DISTRIBUTION ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS ARE 3.) ATTIC AGGE55: AN OPENING NOT LESS THAN 20' BY 30' SHALL BE PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, 5HEETMETAL OR OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, MOISTURE BARRIER. FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE AGGE55 OPENING. R801.1 3 �F N 5H MATERIAL POLLUTA T CONTROL: 4 504.2 FINISH MATERIALS SHALL COMPLY WITH G. WOOD TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALL5 BELOW 5AtFETY_ GLAcZING; THI5 SECTION. 4.504.2.1 ADHESIVES, SEALANTS d CAULKS. ADHESIVES, SEALANTS d CAULKS ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE 4 THE FURRING STRIPS OR FRAMING MEMBERS. HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED 4 OPERABLE PANELS OF USED UNLE55 MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY WALL 2.) LUMBER 4 PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN 1.) GLAZING SLIDING DOOR d BIFOLD ASSEMBLIES, 4 GLAZING IN STORM DOORS. MANAGEMENT DISTRICT RULES APPLY: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT ACCORDANCE WITH SECTION R3 18.1 SHALL BEAR THE QUALITY MARK OF AN 2.) GLAZING IN DOORS 4 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM PRIMERS, d CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION APPROVED INSPECTION AGENCY. ROOMS, BATHTUBS d SHOWER5, 4 GLAZING IN ANY PORTION OF A BUILDING WALL CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR 3.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, ENGLOBING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE 5CAQMD RULE 1 1 68 VOG LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS HANDRAILS d GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED GLAZING 15 LE55 THAN 60" ABOVE A STANDING SURFACE. APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE i 168 PERFORMANCE LEVELS 4 DEMONSTRATING COMPLIANCE WITH THE PROVI510N5 OF 3.) GLAZING IN AN INDIVIDUAL FIXED OR'OPERABLE PANEL ADJACENT TO A DOOR WHERE PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE ASTM D 1032. THE NEAREST EXPOSED EDGE OF THE 6LAZIN6 15 WITHIN A 24" ARG OF EITHER A 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1). VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION d WHERE THE BOTTOM DICHLORIDE, METHYLENE CHLORIDE, PERGHLOROETHYLENE 4 TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A THESE METHODS: EXPOSED EDGE OF THE GLAZING I5 LESS THAN 60" ABOVE THE WALKING SURFACE. NOT APPLY WHEN THERE 15 AN INTERVENING WALL BETWEEN B. AEROSOL ADHESIVES, 4 SMALLER UNIT SIZES OF ADHESIVES, d SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LE55 PACKAGING, WHICH DO NOT WEIGH MORE COMBINATION OF A. GHEMIGAL TERMITICIDE TREATMENT, AS PROVIDED IN SECTION R3 1 8.2. BAITING SYSTEM INSTALLED d MAINTAINED ACCORDING TO THE LABEL. THI5 PROVISION DOES THE DOOR d GLAZING, WHERE AGGE55 THROUGH THE DOOR 15 A OL05ET VOR LE55 OR TO GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A IN THAN 1 POUND d DO NOT CONSIST OF MORE THAN 1 b FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS d OTHER REQUIREMENT5, INCLUDING PROHIBITIONS TITLE B. TERMITE G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE DEPTH, CLOSED POSITION, OTHER THAN THE WALL TOWARDS WHICH THE POOR SWINGS. ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, 1 1, COMMENCING WITH SECTION 94501. PROVISIONS OF SECTION R3 1-1.1. D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. 4.) GLAZING WHERE THE INDIVIDUAL PANE I5 GREATER THAN q SQFT, HAS A BOTTOM EDGE LE55 THAN 1 8" ABOVE THE FLOOR 4 A TOP EDGE GREATER THAN 36" ABOVE 4.) PAINTS 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLY WITH VOG LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 18.3 d USED IN LOCATIONS AS THE FLOOR, d 15 ADJACENT TO A WALKING SURFACE. SHOWN IN TABLE 4.504.3, UNLE55 MORE STRINGENT LOCAL LIMITS APPLY. THE VOG CONTENT SPECIFIED IN SECTION R3 18.1. F. GOLD -FORMED STEEL FRAMING IN AGGORDANGE WITH SECTIONS R505.2.1 d 5.) GLAZING ADJACENT TO STAIRWAY5, LANDINGS d RAMPS WITHIN 36" HORIZONTALLY OF LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS SURFACE, WHEN THE EXPOSED SURFACE OF THE GLASS I5 LE55 THAN 60" CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING A WALKING R603.2.1. ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 5.) GHEMIGAL TERMITICIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/OR FIELD 6.) GLAZING ADJACENT TO 5TAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM INS A FLAT, I ON 4.2 OR NO4 4.3'7 HIGH GL055 COATING, BASED ON ITS GLOSS, A5 D , IN SUBSECTIONS 4.2 1,- d OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF THE SUGGESTED CONTROL MEASURE, d THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH ME RE, OF TREATMENT OF THE GHEMIGAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH GLASS I5 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. GLO59 VOC LIMIT IN TABLE 4.504.8 SHALL APPLY. THE TERMITICIDE LABEL. 6J APPROVED PHYSICAL BARRIERS, SUCH A5 METAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERMITE PREVENTION, SHALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. � I,j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS 555 171 NV I AVE ✓ #20 - 22 1 8q SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 383 RIO Li -44 AVENUE #200, GHIGO, GA 95926 O:PHONE: (530) 32 1-1242 CELL ` (590) 592-4401 WORK EMAIL ADDRESS: Max®GadMama.com EMAIL ADDRESS: Ryland�5ummitGhico.com - , - -- _ ___ _ � _ G:\Users\Lynn\Documents\chief XS Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residence.layout OWNER: SCOTT 4 JODI BEGHHOLD (530) 624-01 61 HIS CELL EMAIL ADDRE55: 5Bechholde0akridgeGabinets.com ARGH D (24" X 5 6��1 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. DRAFTING BY: MRH (590) 89 1 -0585 1 YYGAMOR! VALLOY ROAD CHICO, GALIPORNIA'I 5 q 13 LYNNSMITHS 20ATT.NET ENERGY GALLS BY: `,' GOLDEN SUN � O v-DESIGNs '' 1 `` RAMIREZ 1.' �ti, ^�4 asc` THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH N F- O Oz ZZ <w Ul � kbv LIYA f3LE: 26 1 i SgFt TOTAL GARAGE: 1005 SgFt COVERED PATIO: 109 SgFt FRONT 454 5gFt REAR 565 5gFt TOTAL DATE: 5/25/201 6 SCALE: SHOWN �V U I! SHEET a COPYRIGHT 201 5 '-' LTI ' -1I n -✓M1 rM, 1 99 SYCAMORE VALLEY ROAD, .. ��A1 CHICO,GAg5913 row'e+:-onm (530)891-0585 WORK ' ��e"`� ;+o+;,,,;; .. (530) 51 4-0585 CELL L-.5.* 82.ATT.§e* EMAIL ADDRE55: LynnSmlth326ATT.net I ( i I 09.2015AOD023E as) (N 89'36'00' E R4 R5) H 8972'27- E (C) 405.45' (C) (405.06' R5) i 194.64' 210.81' I - 10' WIDE PRIVATE \ UTILITY EASEMENT rc� rc z (N 8976'00 E R05) 01 1.03 AC. £ F I I N 8992'27* E (C) 181.59' (C) (181.80' R05) ( `, W 10' MBE PRIVATE ^ \ w I (s �UPUTY EASEMENT 0_111E 20164a05Sn x q v �I (4-'O'C6 p g 10' RIDE PRIVATE •...g g, rUTILITY EAS[AN:NT W I I I 29498' S 89'32'27' W (C) (N 89'36'00' E R4) _--!---- _________� � C4 IDI liS� t5 N 8199'12' 23299 `_-� fr , .12, ri-� W 254.07 (C) (254.00' R4) -�� _L5� _ °'• Oil--�278.8E 1 / g 22402 Q OR 30MI,, n R T �~ x DRIVE-" " 7F O : r _- _- S B972'2Y W_ 250.78_-__�__-- 31.95E 14.15' ' 42 1599, a g - OB WALNUT -0-- -�sets9' W ____ 1 , S 8977-27- W 25D. ---_- 40 WIDE NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC SERVICES PURPOSES TO BE \� A - - `,� ��-E ■ RESERVED IN DEEDS AND IS HEREBY `P L^1 m OFFERED TY FOR R DEDICATION TO THE , ,` 1.02 AC. A- a DESIGNATED REMAINDER g\ FOUND 3/C OPEN z - TTE 2.46 AC. IRON PIPE. PER (RI) ` £ FOUND 3/4' OPEN ,` YS �RON FIRE. PER (RI) , zz4.86' '� 1 48809' 76.68'IT N 89'32'27* E 1 1007.07 -I PkpCrILI RU 1.00 AC. 1 FOUND 3/4' IRON PIPE WITH CORRODED BRASS TAG MARKED 1.06 AC. LS 26-- No RECORD 0& "It4 mr1l '. 44 S 89'32'27' W SOFT' L !� N L\ L2 Pklk= 10 (11) CURVE TABLE DEDICATION NOTES RECORD REFERENCE LEGEND CURVE I RADIUS DELTA LENGTH ® 30.00 DEDICATION TO COUNTY OF (Rt) RECORD DATA PER SUBDIVISION MAP, SUBDIVISION BOUNDARY - C3 GCOOO, 7'52'45` 110.01' BUTTE IN FEE SIMPLE 5828 S.F. BOOK 108 OF MAPS, PAGES 92-94 _--� PROPERTY UNE C2 70. 'I 7.40' O.R. aOI•S'cyt (R2) RECORD DATA PER PARCEL MAP, -- C3 752'45' 114.14' BOOK 111 OF MAPS, PAGES 32 AND 33 - CENTER UNE. EASEMENT OR RIGHT-OF-WAY 20,00' 9172''33' 31.90' O 10.00' DEDICATION TO COUNTY OF - - (R� EXISTING PROPERTY UNE OR RIGHT-OF-WAY LINE BUTTE IN FEE SIMPLE 316 S.F. RECORD DATA PER PARCEL NM YAP, C5 0.00' '60'00 to O.R. 1015-mU42.93E BOOK 92 OF MAPS, PAGES 18 AND 19 ---- INGRESS, EGRESS, ROAD AND PUBLIC SERVICE EASEMENT C6 4 RECORD DATA PER GRANT DEED RECORDED -__-___ A TY NT 0.00' 442455' 1 .50' (R) E PRIVATE UTILITY EASEMENT C7 50. DO' 26849'50 346"' WIDER DOCUMENT NUMBER .2014-0042767 • FOUND MONUMENT AS DESCRIBED C8 0.00' 44"24'W 15.50' 1 (R5) RECORD DATA PER GRANT DEED RECORDED LOWER DOCUMENT NUMBER 2015-0000883 O SET 5/e' REBAR WITH ALUMINUM CAP MARKED l5 8043 O SET 5/8' REBAR NTH ALUMINUM CAP MARKED LS 8043 LINE TABLE IN CDNCRETE LINE BLARING LENGTH 0 CALCULATED POINT, NO MONUMENT FOUND OR SET Ll N 89'32'2 E 10.36' C ( ) RECORD REFERENCE L2 5 15'35'00' E (RI,C) 31.65' (C) C CALCULATED BEARING OR DISTANCE S 1571'45 E RSI) (30.DO' 114) N MEASURED BEARING OR DISTANCE L3 S 89'32'27' W (RI,C) 10.36' (C) - q, PARCEL NUMBER S 8996'00 W R4 . L4 N 15'35'00' W (R1,C) 31.65' (C) N 15'31'45 W RSI 30.00' 114 L5 N 89'32'27* E 26.55' 376.06' FOUND 3/4' IRON PIPE WTH� BRASS TAG MARKED LS 5616 PER (RI) \ PARCEL MAP PM 03-14 FOR KEVIN THOMAS BEING A PORTION OF LOTS 16 AND 17 OF THE FRANKLIN SUBDIVISION AS SHOWN IN BOOK 2 OF MAPS AT PAGE 143. LYING WITHIN SECTION 31, T. 21 N., R. 2 E.. M.D.M. BUTTE COUNTY CALIFORNIA . ^� RAR ROLLS ANDERSON & ROLLS CIVIL ENGINEERS 115 YEUDWSTONE DRIVE • CHICO, CALIFORNIA 95973-5811 TELEPIDEE 530 -895 -VM NOVEMBER, 2015 15065 SHEET 3 OF 4 LEGEND 4 ,` SUBDIVISION BOUNDARY PARCEL NUMBER H--20' ESL i 2 ' ' --- \ - PROPERLY UNE ,` '� `1 I I - --- CENTER LINE EASEMENT OR ANOINT -Of -WAY I I � YR7• , R- � --'�- - --1 \ � \ '� EXISTING WELL AND 100' LEACH HELD SETBACK �, BSL T 'P \ \ , \ \ - = EXISTING PROPERTY LINE OR RIGHT-OF-WAY LINE - I'- � \ I I - - --- 1'1 J - D PUBLIC SERVICE EASEMENT � I (, 50, BSL _' 50' I }..- J _- -- _.. -.._ PROPOSED WELL AND 100 (EACH FIELD SE.B - � INGRESS EGRESS. ROAD AN 1 J •, � � o- -\ T• \ INGRESS, SET BACK LINE \ ./ T PCN ='C ,G ------- PRIVATE UTILITY EASEMENT \ TIP ---- C j \ \. DESIGNATED REMAINDER ,\ 4 \ NOTES 1 ALL LOWING, EXTERIOR AND INTERIOR, SHALL BE DEIGNED AND LOCATED SO AS TO CONFINE DIRECT LIGHTING TO THE 3 SHOULD DEVELOPMENT ACTMTES REVEAL THE PRESENCE OF CULTURAL. RESOURCES (I.E., ARTIFACT CONCENTRATIONS, PRFMTVS. A EIGHT SOURCE SHALL NOT SHINE UPON OR TLLWMNATE DIRECTLY ON ANY SURFACE OTHER THAN THE AREA INCLUDING ARROWHEADS AND OTHER STONE TOOLS OR CHIPPING DEBRIS CANS, GLASS, ETC; STRUCTURAL REMAINS; HUMAN REOUIPFD TO BE LIGHTED. NO LIGHTING SHALL BE OF THE TYPE OR N A LOCATION SUCH THAT IT CONSTITUTES A HAZARD SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A WALFIED PROFESSIONAL TO VEHICULAR TRAFFIC, 137WR ON PRIVATE PROPERTY OR ON ABETTING STREETS. ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE RESOURCES AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES SHOULD HUMAN SKELETAL REMAINS BF ENCOUNTERED, STATE LAW REOUIRES IMMEDIATE NOTIFICATION OF THE COUNTY . 2 DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM AND RETAINED ON-STE. FOLLOW THE AIR CORONER. SHOULD THE COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN M ARCHAEOLOGICAL CONTEXT, THE QUALITY CONTROL MEASURES LISTED BELOW NATIVE AMERICAN HERITAGE COMMISSION N SACRAMENTO SHALL BE NOTIFIED IMMEDIATELY, PURSUANT TO STATE LAW. TO ARRANGE FOR NATIVE AMERICAN PARTICIPAPDN N DETERMINING THE DISPOSITION OF SUCH REMAINS CONTROL DUST - a)OURNG CLEARING, GRADING, EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST 4 TO REDUCE CONSTRUCTION-C£NERATED NOISE, THE DEVELOPER SHALL IMPLEMENT THE FOLLOWING MEASURES TO MITIGATE AFTER EACH DAYS ACTIVITIES CEASE- CONSTRUCTION NOISE THROUGHOUT ALL CONSTRUCTION PERIODS: - b)DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE 0)UMIT CONSTRUCTION ACTIVITY TO DAYTIME HOURS (6:00 A.M. TO 7;00 P.M.) WITH! NO CONSTRUCTION ACTIVITY ON MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING SUNDAYS OR HOLIDAYS, DOWN SUCH MEAS N THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND b)USE BEST AVAILABLE NOSE SUPPRESSION DEVICES AND PROPERLY MAINTAIN AND MUFFLE DIESEL ENGINE -DRIVEN EXCEEDS 15 MILES PER HOUR. CONSTRUCTION EQUIPMENT, - ')SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED. KEPT MOIST, OR TREATED WITH SOL BINDERS TO c)CONSTRUCRON EQUIPMENT SHALL NOT BE IOLEO FOR LONG PERIODS OF TIME; PREVENT DUST GENERATION. E)LOCATE STATIONARY EQUIPMENT AS FAR AS POSSIBLE FROM SENSITIVE RFCFPTORS, - d)CN-SINE CONSTRUCTION VEHICLES SHALL BE ENVIED TO A SPEED OF IS MPH ON UNPAVED ROARS e)DESIGNAIE A DISTURBANCE COORDINATOR AND POST THE NAME AND PHONE NUMBER OF THIS PERSON CONSPICUOUSLY *)HAUL VEHICLES TRANSPORTING 500. INTO OR OUT OF THE PROPERTY SHALL BE COVERED. AT THE ENTRANCE(S) TO THE PROJECT SITE SO IT IS CLEARLY MSIBIE TO HEARTY RESIDENTS MOST LIKELY TO BE 0 EXISTING ROADS MO STREETS ADJACENT TO THE PROJECT SHALL BE CLEANED AT LEAST ONCE PER DAY IF DIRT OR MUD AFFECTED BY CONSTRUCTION NOISE. THIS PERSON WOULD MANAGE COMPLAINTS RESULTING FORM CONSTRUCTION NOISE - FROM THE PROJECT SITE HAS BEEN TRACKED ONTO THESE ROADWAYS, UNLESS CONDITIONS WARRANT A GREATER THE DISTURBANCE COORDINATOR SHALL CONTACT NOISE SENSITIVE RECEPTORS AND ADVISE DIEM OF THE SCHEDULE OF FRECLIENCY. CONSTRUCTION. g)OTHER MEASURES MAY BE REQUIRED AS DETERMINED APPROPRIATE BY THE BCACMD OR DEPARTMENT OF PUBLIC WORKS IN ORDER TO CONTROL DUST. 5 A COMMERCIAL HORSE BOARDING AND RIDING FACILITY EXISTS ON ASSESSOR'S PARCEL NUMBER 040-260-101. THIS FACILITY - EXISTS AS A PRE-EXISTING NON -CONFORMING USE. 501E PERSONS CONSIDER THE DUST, NOISE AND ODOR FROM SUCH A POST CONTACT INFORMATION FACILITY TO BE A NUISANCE. h)POST A PUBLICLY WSIHLE SIGN WTH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WI NN 24 HOURS. THE TFLEP-HO.E NUMBER O THE 6 THE OWNERS OF PARCELS CREATED BY THIS PROJECT ARE REBORED TO RECORD Tit CCUNTYS RIGHT TO FARM ORDINANCE ADDITIONAL INFORMATION SHEET SUITE COUNTY AIR QUALITY MANAGEMENT DISTRICT SHALL BE VISIBLE TO ENSURE COMPLIANCE WITH BCAOMD RULE 200 ACKNOWLEDGEMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT. a 205 (NUISANCE AND FUGITIVE DUST EMISSIONS). - 7 N ACCORDANCE WITH COWL CODE SECTION 845, MAINTENANCE OF THE ROAD AS SHOWN HEREON STALL BE SHARED BY INOSE - OTHER COMSIRUCPCN PRACTCES PROPERTIES WIN A LEGAL INTEREST IN IT. P A R C. E L M AP PM 03-14 D WHERE RAN ALL CONSTRUCTION EQUIPMENT IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATION. 0 NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRAFFIC SAFETY SIGN INCLUDING STOP SONS. IN L1 WI1EAE FEASIBLE, GIVE PREFERENCE TO UTILIZING THE FOLLOWING EQUIPMENT: ACCORDANCE NTH CIVIL CODE SECTION 845, MAINTENANCE OF THE TRAFFIC SAFETY SIGNS STALL BE SHARED BY THOSE FOR • ELECTRIC EOUIPMFNT PROPERTIES WIN A LEGAL INTEREST IN THEM. - . SUBSTITUTE GASOLINE -POWERED FOR DIESEL -POWERED EQUIPMENT KEVIN THOMAS • ALTERNATIVELY FUELED CONSTRUCTION EQUIPMENT ON STE SUCH AS COMPRESSED NATURAL GAS (CNG), LIQUID 9 THE DEVELOPMENT OF THIS PARCEL MM REQUIRED A CONSTRUCTION STORM WATER PERMIT. CONSTRUCTION ACTIVITIES THAT NATURAL GAS (LNG), PROPANE, OR BIQUIFSEL RESULT IN A LAND DISTURBANCE OF LESS THAN ONE ACNE, 13UT WHICH ARE PART O A LARGER COMMON PLAN OF BEING A POPLOTS i6 AND 17 OF THE • EQUIPMENT THAT HAS CATERPILLAR PRE -CHAMBER DIESEL ENGINES, AS PRACTICAL DEVELOPMENT, ALSO REQUIRE A PERMIT. DEVELOPMENT OF INDIVIDUAL LOTS MAY REWIRE AN ADDITIONAL PERMIT(S). FRANKLINN SUBDIVISION BOOK 2 OF MAPS AT PAGE 1133, , LYING WITHIN SHOWN IN • DIESEL CONSTRUCTION EQUIPMENT MEETING THE CAIFORMA AIR RESOURCES BOARD'S (CARS) 1996 OR NEWER CERTIFICATION STANDARD FOR OF -ROAD AND HEAVY-DUTY DIESEL ENGINES 10 FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE NTH THE SECTION 31, T. 21 N., R. 2 E., M.D.M. b)CONSTRUCTION WORKERS SHALL PARK IN DESIGNATED PARKING AREA(S) TO HELP REDUCE DUST EMISSIONS. NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY - BUTTE. COUNTY CALIFORNIA DWELLINGS AND MOBILE HOLIES, NFPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM, WITH HYDRANTS ^ THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. / RAR 11 USABLE SEWAGE DISPOSAL AREA IS REQUIRED TO MEET THE MINIMUM REQUIREMENTS OF APPENDIX III OF THE SUBDIVISION - ROLLS ANDERSON & ROLLS CE VRI ENGINEERS IMPROVEMENT STANDARDS ON EACH PARCEL- - 175 YELLOWSTONE DRIVE CHICO, CALIFORNIA 959731811 12 BULDING NOWCA71ON MO/OR ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESMWES CODE 4290 ��� 530895-M72 AND SHALL BE POSTED AT THE TIME CSI PERMIT ISSUANCE AND MAINTAINED CONTINUOUSLY THEREAFTER. NOVEMBER, 2015. - 15065 SHEET 4 OF 4 '$00 � 18� WPi9�� ► 3 21081' • N89' 32' 27' EROSION-CONTROI-J='LAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR, SHALL BE RESPONSIBLE FOR EROSION CONTROL. • 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH 4 APR. 0 15TH, OR WHEN RAIN 15 FORCASTED. • 4.) SOILS TRACKED OFF 517E INTO STREETS SHALL BE GLEANED UP AT THE END OF • EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED ACCORDINGLY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. •7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. • .� '� 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. 4 TOOLS AT ANY OTHER • / / / o LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW 4 .� GSUBJECT TO FINE. / ALGR�EN NOTE: / (p DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT FF ON THE EROSION A.RETENTION BASINS OF SUFFICIENT OSIZ1 E SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. / •• �B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM,COLLECTION POINT, 6UTTER OP. •• PROPERTY OWNER: / \ `FILLTERED BY USE OF A BARRIER SYSTEM, NATMILAR OTLE ORO HER METHOD SAL METHOD, NATER ALL BE SCOTT 4 JODIE BECHHOLD / IFF'ROVED BY THE ENFORCING AGENCY. 4695 MIDWAY, DURHAM, GA -150138 C.) COKPLIANGE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT PHONE (530) 624-016"1 OR MANCE. / METHODS LIQ MANAGE SURFACE. WATER_1NGLUDE: SWALE5, WATER COLLECTION AND OONTRAGTOR: DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER OWNER -BUILDER / MEASURES WHIaH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN g6g5 MIDWAY, DURHAM, GA 115g35 / GROUNDWATER RECHARGE. 0.PHONE (530) 624-0161 / • tSLOPF \ SIFT€_ApDRE55: / PROPANE TANK: \ NONE A5516NE7 - 10' MIN. FROM BLDG. GtRADING: OON5TRUOTION PERIOP: / THE LOT SHALL BE GRNDED TO DRAIN APPROX START: 7/1/20 1 b SURFACE AWAY FROM (N) FOUNDATION APPROX END: 5/1/2016 0 0 WALL5. THE GRADE SHA1kL FALL A MINIMUM OF 6 INCHES WITAIN THE FIRST / 9 ly \ 10 FEET. CRC, R401.3 \ •• 4-0 . 1,001 / / ✓ \\ \ / A �• W ' TEMP. PORTA-POTTY LOCATION ® 4.; oo' s � 5 L W/STRAW f ' F'r .CIO INT 1 I /<�cyF,Q�F rink • ot4QAlG. R1�lEWAY�` ,� NO SOILS NORTH � � � � � • � • �F i=ROi='05ED I STOCKPILE y � / A i "• I \ RESIDENCE SCALE: v •• 2617 SQFT RESIDENCE 1 \ rC 1005 SOFT GARAGE T PORARY STRAW ROLL Oa _5.63 SQFT PORCH G \' , LK 4 x,10• 4515 SOFT TOTAL • / / 13 43503 SOFT LOT / 11.10/0 LOT COVERAGE \ FQUNDASIPN LAYQUT_ ESENCE�INE / \ - N \ HOUSE I5 PARA TO THI5 LINE / \ 1 I AS PERBUTTE E Ar_H FIELD: 1 O' COUNTY HEALTH _ WRIVATE Y EASEME ILIT1�tT 1 DEPARTMENT RE(SlUIREMENTS. 1 I 50' BUIL�NG SETTAGK LINE • /I •' E LE OTIT IOAL StR _CEI CONNECT TO UNDE OUNI Ng ?23== ELEGTR}GAL 5ER E. 4•� ___ %, i j MAX RAMIREZ - GOLDEN SUN DE516N - ENERGY GALLS N 2218q 5AM50NAVENUE, CORNING,CALIFORNIA 86021 PHONE: (530) 32 1 -1242 CELL 1) EMAIL ADDRESS: Max®CadMamaxom SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL E' 383 RIO UNDO AVENUE #200, CHICO, GA -115q2& (530) 5q2-4401 WORK EMAIL ADDRESS: Rylanda5ummltChIracom G:\Users\Lynn\Documents\chief XS Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residerre.layout OWNER: SCOTT 4 JODI BECHHOLD (530) 624-0161 HIS CELL EMAIL ADDRESS: SBechhold®OakridgeGabinets.r-om 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 BEGIrN5. DRAFTINb BY: (530) Sq 1-0555 YI IMIC1I q YCAO WRIE VALLEY ROAD CHICO, CALIFORNIA q 5 q'IS LYNNSMITHS 2OATT.NET ENERGY CALCS BY: �'ve GOLDEN BUN _ DESIGNS MAXMAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THIS ENGINEER FOR EACH L � O � r q_ m T LoV V O � N lu 0 z J d- 1 < A %,)w }m O ®QLu z lL } W Q � o%J < UL Ill z o�C 3' <W V V / d zCILz O d - CL } Om OLIN LIVABLE: 26 1 -7 SgFt TOTAL GARA&E: 1005 SgFt GO_VEREp PAT -10: 10 q 5gFt FRONT _454 SgFt REAR 563 SgFt TOTAL DATE: 5/23/2016 SCALE: SHOWN 20v SHEET ® COPYRIGHT 2015 LYNN SMITH- DRAFTING L M 1 qq SYCAMORE VALLEY ROAD, CHICO. CA n, 5 q 13 '••�•® (530) 8q 1-0585 WORK (530) 514-0585 CELL Lr,:NOMITN6]o,VTT. EMAIL ADDRESS: Lynn5mith32®ATTnet \` \ \ �$\ �, s2'r•c2r CUL 2G1i4AS4'23 N I112-4D09E99 TATE DAENT ,\ . jD> 0,1. 20T4402EK54J \ 1 FOUND 3/4' IRON PIPE WITH CORRODED BRASS TAG MARKED 1.06 AC. LS 26-- No RECORD 0& "It4 mr1l '. 44 S 89'32'27' W SOFT' L !� N L\ L2 Pklk= 10 (11) CURVE TABLE DEDICATION NOTES RECORD REFERENCE LEGEND CURVE I RADIUS DELTA LENGTH ® 30.00 DEDICATION TO COUNTY OF (Rt) RECORD DATA PER SUBDIVISION MAP, SUBDIVISION BOUNDARY - C3 GCOOO, 7'52'45` 110.01' BUTTE IN FEE SIMPLE 5828 S.F. BOOK 108 OF MAPS, PAGES 92-94 _--� PROPERTY UNE C2 70. 'I 7.40' O.R. aOI•S'cyt (R2) RECORD DATA PER PARCEL MAP, -- C3 752'45' 114.14' BOOK 111 OF MAPS, PAGES 32 AND 33 - CENTER UNE. EASEMENT OR RIGHT-OF-WAY 20,00' 9172''33' 31.90' O 10.00' DEDICATION TO COUNTY OF - - (R� EXISTING PROPERTY UNE OR RIGHT-OF-WAY LINE BUTTE IN FEE SIMPLE 316 S.F. RECORD DATA PER PARCEL NM YAP, C5 0.00' '60'00 to O.R. 1015-mU42.93E BOOK 92 OF MAPS, PAGES 18 AND 19 ---- INGRESS, EGRESS, ROAD AND PUBLIC SERVICE EASEMENT C6 4 RECORD DATA PER GRANT DEED RECORDED -__-___ A TY NT 0.00' 442455' 1 .50' (R) E PRIVATE UTILITY EASEMENT C7 50. DO' 26849'50 346"' WIDER DOCUMENT NUMBER .2014-0042767 • FOUND MONUMENT AS DESCRIBED C8 0.00' 44"24'W 15.50' 1 (R5) RECORD DATA PER GRANT DEED RECORDED LOWER DOCUMENT NUMBER 2015-0000883 O SET 5/e' REBAR WITH ALUMINUM CAP MARKED l5 8043 O SET 5/8' REBAR NTH ALUMINUM CAP MARKED LS 8043 LINE TABLE IN CDNCRETE LINE BLARING LENGTH 0 CALCULATED POINT, NO MONUMENT FOUND OR SET Ll N 89'32'2 E 10.36' C ( ) RECORD REFERENCE L2 5 15'35'00' E (RI,C) 31.65' (C) C CALCULATED BEARING OR DISTANCE S 1571'45 E RSI) (30.DO' 114) N MEASURED BEARING OR DISTANCE L3 S 89'32'27' W (RI,C) 10.36' (C) - q, PARCEL NUMBER S 8996'00 W R4 . L4 N 15'35'00' W (R1,C) 31.65' (C) N 15'31'45 W RSI 30.00' 114 L5 N 89'32'27* E 26.55' 376.06' FOUND 3/4' IRON PIPE WTH� BRASS TAG MARKED LS 5616 PER (RI) \ PARCEL MAP PM 03-14 FOR KEVIN THOMAS BEING A PORTION OF LOTS 16 AND 17 OF THE FRANKLIN SUBDIVISION AS SHOWN IN BOOK 2 OF MAPS AT PAGE 143. LYING WITHIN SECTION 31, T. 21 N., R. 2 E.. M.D.M. BUTTE COUNTY CALIFORNIA . ^� RAR ROLLS ANDERSON & ROLLS CIVIL ENGINEERS 115 YEUDWSTONE DRIVE • CHICO, CALIFORNIA 95973-5811 TELEPIDEE 530 -895 -VM NOVEMBER, 2015 15065 SHEET 3 OF 4 LEGEND 4 ,` SUBDIVISION BOUNDARY PARCEL NUMBER H--20' ESL i 2 ' ' --- \ - PROPERLY UNE ,` '� `1 I I - --- CENTER LINE EASEMENT OR ANOINT -Of -WAY I I � YR7• , R- � --'�- - --1 \ � \ '� EXISTING WELL AND 100' LEACH HELD SETBACK �, BSL T 'P \ \ , \ \ - = EXISTING PROPERTY LINE OR RIGHT-OF-WAY LINE - I'- � \ I I - - --- 1'1 J - D PUBLIC SERVICE EASEMENT � I (, 50, BSL _' 50' I }..- J _- -- _.. -.._ PROPOSED WELL AND 100 (EACH FIELD SE.B - � INGRESS EGRESS. ROAD AN 1 J •, � � o- -\ T• \ INGRESS, SET BACK LINE \ ./ T PCN ='C ,G ------- PRIVATE UTILITY EASEMENT \ TIP ---- C j \ \. DESIGNATED REMAINDER ,\ 4 \ NOTES 1 ALL LOWING, EXTERIOR AND INTERIOR, SHALL BE DEIGNED AND LOCATED SO AS TO CONFINE DIRECT LIGHTING TO THE 3 SHOULD DEVELOPMENT ACTMTES REVEAL THE PRESENCE OF CULTURAL. RESOURCES (I.E., ARTIFACT CONCENTRATIONS, PRFMTVS. A EIGHT SOURCE SHALL NOT SHINE UPON OR TLLWMNATE DIRECTLY ON ANY SURFACE OTHER THAN THE AREA INCLUDING ARROWHEADS AND OTHER STONE TOOLS OR CHIPPING DEBRIS CANS, GLASS, ETC; STRUCTURAL REMAINS; HUMAN REOUIPFD TO BE LIGHTED. NO LIGHTING SHALL BE OF THE TYPE OR N A LOCATION SUCH THAT IT CONSTITUTES A HAZARD SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A WALFIED PROFESSIONAL TO VEHICULAR TRAFFIC, 137WR ON PRIVATE PROPERTY OR ON ABETTING STREETS. ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE RESOURCES AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES SHOULD HUMAN SKELETAL REMAINS BF ENCOUNTERED, STATE LAW REOUIRES IMMEDIATE NOTIFICATION OF THE COUNTY . 2 DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM AND RETAINED ON-STE. FOLLOW THE AIR CORONER. SHOULD THE COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN M ARCHAEOLOGICAL CONTEXT, THE QUALITY CONTROL MEASURES LISTED BELOW NATIVE AMERICAN HERITAGE COMMISSION N SACRAMENTO SHALL BE NOTIFIED IMMEDIATELY, PURSUANT TO STATE LAW. TO ARRANGE FOR NATIVE AMERICAN PARTICIPAPDN N DETERMINING THE DISPOSITION OF SUCH REMAINS CONTROL DUST - a)OURNG CLEARING, GRADING, EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST 4 TO REDUCE CONSTRUCTION-C£NERATED NOISE, THE DEVELOPER SHALL IMPLEMENT THE FOLLOWING MEASURES TO MITIGATE AFTER EACH DAYS ACTIVITIES CEASE- CONSTRUCTION NOISE THROUGHOUT ALL CONSTRUCTION PERIODS: - b)DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE 0)UMIT CONSTRUCTION ACTIVITY TO DAYTIME HOURS (6:00 A.M. TO 7;00 P.M.) WITH! NO CONSTRUCTION ACTIVITY ON MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS WOULD INCLUDE WETTING SUNDAYS OR HOLIDAYS, DOWN SUCH MEAS N THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND b)USE BEST AVAILABLE NOSE SUPPRESSION DEVICES AND PROPERLY MAINTAIN AND MUFFLE DIESEL ENGINE -DRIVEN EXCEEDS 15 MILES PER HOUR. CONSTRUCTION EQUIPMENT, - ')SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED. KEPT MOIST, OR TREATED WITH SOL BINDERS TO c)CONSTRUCRON EQUIPMENT SHALL NOT BE IOLEO FOR LONG PERIODS OF TIME; PREVENT DUST GENERATION. E)LOCATE STATIONARY EQUIPMENT AS FAR AS POSSIBLE FROM SENSITIVE RFCFPTORS, - d)CN-SINE CONSTRUCTION VEHICLES SHALL BE ENVIED TO A SPEED OF IS MPH ON UNPAVED ROARS e)DESIGNAIE A DISTURBANCE COORDINATOR AND POST THE NAME AND PHONE NUMBER OF THIS PERSON CONSPICUOUSLY *)HAUL VEHICLES TRANSPORTING 500. INTO OR OUT OF THE PROPERTY SHALL BE COVERED. AT THE ENTRANCE(S) TO THE PROJECT SITE SO IT IS CLEARLY MSIBIE TO HEARTY RESIDENTS MOST LIKELY TO BE 0 EXISTING ROADS MO STREETS ADJACENT TO THE PROJECT SHALL BE CLEANED AT LEAST ONCE PER DAY IF DIRT OR MUD AFFECTED BY CONSTRUCTION NOISE. THIS PERSON WOULD MANAGE COMPLAINTS RESULTING FORM CONSTRUCTION NOISE - FROM THE PROJECT SITE HAS BEEN TRACKED ONTO THESE ROADWAYS, UNLESS CONDITIONS WARRANT A GREATER THE DISTURBANCE COORDINATOR SHALL CONTACT NOISE SENSITIVE RECEPTORS AND ADVISE DIEM OF THE SCHEDULE OF FRECLIENCY. CONSTRUCTION. g)OTHER MEASURES MAY BE REQUIRED AS DETERMINED APPROPRIATE BY THE BCACMD OR DEPARTMENT OF PUBLIC WORKS IN ORDER TO CONTROL DUST. 5 A COMMERCIAL HORSE BOARDING AND RIDING FACILITY EXISTS ON ASSESSOR'S PARCEL NUMBER 040-260-101. THIS FACILITY - EXISTS AS A PRE-EXISTING NON -CONFORMING USE. 501E PERSONS CONSIDER THE DUST, NOISE AND ODOR FROM SUCH A POST CONTACT INFORMATION FACILITY TO BE A NUISANCE. h)POST A PUBLICLY WSIHLE SIGN WTH THE TELEPHONE NUMBER AND PERSON TO CONTACT REGARDING DUST COMPLAINTS. THIS PERSON SHALL RESPOND AND TAKE CORRECTIVE ACTION WI NN 24 HOURS. THE TFLEP-HO.E NUMBER O THE 6 THE OWNERS OF PARCELS CREATED BY THIS PROJECT ARE REBORED TO RECORD Tit CCUNTYS RIGHT TO FARM ORDINANCE ADDITIONAL INFORMATION SHEET SUITE COUNTY AIR QUALITY MANAGEMENT DISTRICT SHALL BE VISIBLE TO ENSURE COMPLIANCE WITH BCAOMD RULE 200 ACKNOWLEDGEMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT. a 205 (NUISANCE AND FUGITIVE DUST EMISSIONS). - 7 N ACCORDANCE WITH COWL CODE SECTION 845, MAINTENANCE OF THE ROAD AS SHOWN HEREON STALL BE SHARED BY INOSE - OTHER COMSIRUCPCN PRACTCES PROPERTIES WIN A LEGAL INTEREST IN IT. P A R C. E L M AP PM 03-14 D WHERE RAN ALL CONSTRUCTION EQUIPMENT IN PROPER TUNE ACCORDING TO MANUFACTURER'S SPECIFICATION. 0 NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRAFFIC SAFETY SIGN INCLUDING STOP SONS. IN L1 WI1EAE FEASIBLE, GIVE PREFERENCE TO UTILIZING THE FOLLOWING EQUIPMENT: ACCORDANCE NTH CIVIL CODE SECTION 845, MAINTENANCE OF THE TRAFFIC SAFETY SIGNS STALL BE SHARED BY THOSE FOR • ELECTRIC EOUIPMFNT PROPERTIES WIN A LEGAL INTEREST IN THEM. - . SUBSTITUTE GASOLINE -POWERED FOR DIESEL -POWERED EQUIPMENT KEVIN THOMAS • ALTERNATIVELY FUELED CONSTRUCTION EQUIPMENT ON STE SUCH AS COMPRESSED NATURAL GAS (CNG), LIQUID 9 THE DEVELOPMENT OF THIS PARCEL MM REQUIRED A CONSTRUCTION STORM WATER PERMIT. CONSTRUCTION ACTIVITIES THAT NATURAL GAS (LNG), PROPANE, OR BIQUIFSEL RESULT IN A LAND DISTURBANCE OF LESS THAN ONE ACNE, 13UT WHICH ARE PART O A LARGER COMMON PLAN OF BEING A POPLOTS i6 AND 17 OF THE • EQUIPMENT THAT HAS CATERPILLAR PRE -CHAMBER DIESEL ENGINES, AS PRACTICAL DEVELOPMENT, ALSO REQUIRE A PERMIT. DEVELOPMENT OF INDIVIDUAL LOTS MAY REWIRE AN ADDITIONAL PERMIT(S). FRANKLINN SUBDIVISION BOOK 2 OF MAPS AT PAGE 1133, , LYING WITHIN SHOWN IN • DIESEL CONSTRUCTION EQUIPMENT MEETING THE CAIFORMA AIR RESOURCES BOARD'S (CARS) 1996 OR NEWER CERTIFICATION STANDARD FOR OF -ROAD AND HEAVY-DUTY DIESEL ENGINES 10 FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE NTH THE SECTION 31, T. 21 N., R. 2 E., M.D.M. b)CONSTRUCTION WORKERS SHALL PARK IN DESIGNATED PARKING AREA(S) TO HELP REDUCE DUST EMISSIONS. NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY - BUTTE. COUNTY CALIFORNIA DWELLINGS AND MOBILE HOLIES, NFPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM, WITH HYDRANTS ^ THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. / RAR 11 USABLE SEWAGE DISPOSAL AREA IS REQUIRED TO MEET THE MINIMUM REQUIREMENTS OF APPENDIX III OF THE SUBDIVISION - ROLLS ANDERSON & ROLLS CE VRI ENGINEERS IMPROVEMENT STANDARDS ON EACH PARCEL- - 175 YELLOWSTONE DRIVE CHICO, CALIFORNIA 959731811 12 BULDING NOWCA71ON MO/OR ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESMWES CODE 4290 ��� 530895-M72 AND SHALL BE POSTED AT THE TIME CSI PERMIT ISSUANCE AND MAINTAINED CONTINUOUSLY THEREAFTER. NOVEMBER, 2015. - 15065 SHEET 4 OF 4 '$00 � 18� WPi9�� ► 3 21081' • N89' 32' 27' EROSION-CONTROI-J='LAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR, SHALL BE RESPONSIBLE FOR EROSION CONTROL. • 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH 4 APR. 0 15TH, OR WHEN RAIN 15 FORCASTED. • 4.) SOILS TRACKED OFF 517E INTO STREETS SHALL BE GLEANED UP AT THE END OF • EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED ACCORDINGLY AS THE SITE CHANGES 4 AFTER RAIN EVENTS. •7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. • .� '� 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. 4 TOOLS AT ANY OTHER • / / / o LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW 4 .� GSUBJECT TO FINE. / ALGR�EN NOTE: / (p DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT FF ON THE EROSION A.RETENTION BASINS OF SUFFICIENT OSIZ1 E SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. / •• �B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM,COLLECTION POINT, 6UTTER OP. •• PROPERTY OWNER: / \ `FILLTERED BY USE OF A BARRIER SYSTEM, NATMILAR OTLE ORO HER METHOD SAL METHOD, NATER ALL BE SCOTT 4 JODIE BECHHOLD / IFF'ROVED BY THE ENFORCING AGENCY. 4695 MIDWAY, DURHAM, GA -150138 C.) COKPLIANGE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT PHONE (530) 624-016"1 OR MANCE. / METHODS LIQ MANAGE SURFACE. WATER_1NGLUDE: SWALE5, WATER COLLECTION AND OONTRAGTOR: DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER OWNER -BUILDER / MEASURES WHIaH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN g6g5 MIDWAY, DURHAM, GA 115g35 / GROUNDWATER RECHARGE. 0.PHONE (530) 624-0161 / • tSLOPF \ SIFT€_ApDRE55: / PROPANE TANK: \ NONE A5516NE7 - 10' MIN. FROM BLDG. GtRADING: OON5TRUOTION PERIOP: / THE LOT SHALL BE GRNDED TO DRAIN APPROX START: 7/1/20 1 b SURFACE AWAY FROM (N) FOUNDATION APPROX END: 5/1/2016 0 0 WALL5. THE GRADE SHA1kL FALL A MINIMUM OF 6 INCHES WITAIN THE FIRST / 9 ly \ 10 FEET. CRC, R401.3 \ •• 4-0 . 1,001 / / ✓ \\ \ / A �• W ' TEMP. PORTA-POTTY LOCATION ® 4.; oo' s � 5 L W/STRAW f ' F'r .CIO INT 1 I /<�cyF,Q�F rink • ot4QAlG. R1�lEWAY�` ,� NO SOILS NORTH � � � � � • � • �F i=ROi='05ED I STOCKPILE y � / A i "• I \ RESIDENCE SCALE: v •• 2617 SQFT RESIDENCE 1 \ rC 1005 SOFT GARAGE T PORARY STRAW ROLL Oa _5.63 SQFT PORCH G \' , LK 4 x,10• 4515 SOFT TOTAL • / / 13 43503 SOFT LOT / 11.10/0 LOT COVERAGE \ FQUNDASIPN LAYQUT_ ESENCE�INE / \ - N \ HOUSE I5 PARA TO THI5 LINE / \ 1 I AS PERBUTTE E Ar_H FIELD: 1 O' COUNTY HEALTH _ WRIVATE Y EASEME ILIT1�tT 1 DEPARTMENT RE(SlUIREMENTS. 1 I 50' BUIL�NG SETTAGK LINE • /I •' E LE OTIT IOAL StR _CEI CONNECT TO UNDE OUNI Ng ?23== ELEGTR}GAL 5ER E. 4•� ___ %, i j MAX RAMIREZ - GOLDEN SUN DE516N - ENERGY GALLS N 2218q 5AM50NAVENUE, CORNING,CALIFORNIA 86021 PHONE: (530) 32 1 -1242 CELL 1) EMAIL ADDRESS: Max®CadMamaxom SUMMIT STRUCTURAL DESIGN - 5TRUCTURAL E' 383 RIO UNDO AVENUE #200, CHICO, GA -115q2& (530) 5q2-4401 WORK EMAIL ADDRESS: Rylanda5ummltChIracom G:\Users\Lynn\Documents\chief XS Plans\Scott Bechhold - Walnut Grove Drove\Bechhold Residerre.layout OWNER: SCOTT 4 JODI BECHHOLD (530) 624-0161 HIS CELL EMAIL ADDRESS: SBechhold®OakridgeGabinets.r-om 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 BEGIrN5. DRAFTINb BY: (530) Sq 1-0555 YI IMIC1I q YCAO WRIE VALLEY ROAD CHICO, CALIFORNIA q 5 q'IS LYNNSMITHS 2OATT.NET ENERGY CALCS BY: �'ve GOLDEN BUN _ DESIGNS MAXMAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THIS ENGINEER FOR EACH L � O � r q_ m T LoV V O � N lu 0 z J d- 1 < A %,)w }m O ®QLu z lL } W Q � o%J < UL Ill z o�C 3' <W V V / d zCILz O d - CL } Om OLIN LIVABLE: 26 1 -7 SgFt TOTAL GARA&E: 1005 SgFt GO_VEREp PAT -10: 10 q 5gFt FRONT _454 SgFt REAR 563 SgFt TOTAL DATE: 5/23/2016 SCALE: SHOWN 20v SHEET ® COPYRIGHT 2015 LYNN SMITH- DRAFTING L M 1 qq SYCAMORE VALLEY ROAD, CHICO. CA n, 5 q 13 '••�•® (530) 8q 1-0585 WORK (530) 514-0585 CELL Lr,:NOMITN6]o,VTT. EMAIL ADDRESS: Lynn5mith32®ATTnet Rm 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4 J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-6" B. 2X8 DF -L #2: 13'-0" C. 2X10 DF -L #2: 16'-9" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.612, S1= 0.272 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.535, SDI = 0.336, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 9.0 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE ABBREVIATIONS AB BRACING, SCAFFOLDING, ETCETERA. K KIPS D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER ANGLE THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ADJACENT LLH LONG LEG HORIZ CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: LONG ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS LSL PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS LVL LAMINATED VENEER LUMBER BLDG 3. WALL SHEATHING: SEE PLANS F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE BLKG BLOCKING MB RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. MECH MECHANICAL BOTT (B) GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER BTF GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP MIN ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN BTWN IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION MISC. FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CB CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME MTL THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CCJ INSPECTION IN ACCORDANCE WITH CBC 1704.2. (N) CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. CIP CAST -IN-PLACE CONCRETE NS NEAR SIDE C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER CLR FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. NTS METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CMU CONCRETE MASONRY UNITS OC 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 OD FINISHES. CONC ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH OH OPPOSITE HAND CONN ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS OPNG OPENING CONSTR WHERE REQUIRED. 2. SITE WORK / FOUNDATIONS OVERSIZE ROUND HOLE CONT CONTINUOUS PDF E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PERPENDICULAR W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. COMPLETE PENETRATION PROVIDED). PLATE CTR CENTER PLWD PLYWOOD 1. STUDS SHALL BE STUD GRADE OR BETTER. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER PLACES 2. ALL POSTS SHALL BE DF -L #1 U.N.O. DOUBLE HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED PARTIAL PENETRATION 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. DOUGLAS FIR MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PRESSURE TREATED 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. DOUGLAS FIR - LARCH P/C PRECAST CONCRETE 5. CONCEALED BEAMS SHALL BE DF -L #2. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. POST -TENSIONED 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). DOUBLE JOIST ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO REINFORCEMENT 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. EACH THE CONSTRUCTION OF THE FOUNDATIONS. REQUIRED EF EACH FACE SC F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, STRUCTURAL ENGINEER OF OF FOUNDATION, NAILS SHALL BE GALVANIZED. ELEVATION (VIEW) OR ELEVATOR AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW RECORD EN EDGE NAILING FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND EQUAL SIM SIMILAR PROVIDED NEW AND WITHOUT EXCESSIVE RUST. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. SLAB -ON -GRADE (E) EXISTING STD H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL STIFFENER EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED EXTERIOR FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. STEEL WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON EACH WAY SQ SQUARE HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. STAINLESS STEEL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL FINISH SWS SHEAR WALL SCHEDULE BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. SYMMETRICAL CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE FOUNDATION TO DRAIN TO DAYLIGHT. TOP OF (PLYWOOD) INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 FREE OF HEART CENTER TOC TOP -OF -CONCRETE UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST TOP -OF -FOOTING STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE FAR SIDE APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS TOP -OF -STEEL LEDGERS ARE USED (SUCH AS DECK LEDGERS). FOOTING ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO TOP -OF -WALL GA GAUGE SECTION 1808 OF THE 2013 CBC. 6-2 GENERAL FRAMING: GALV GALVANIZED A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. 3. CONCRETE /REINFORCING GLUE -LAM BEAM LINO UNLESS NOTED OTHERWISE HDG B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. HEADER MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD WELDED WIRE FABRIC TYPE III LOW ALKALI. HORIZONTAL CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED WITH ID INSIDE DIAMETER FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE INTERIOR FRAMING FROM THE EFFECTS OF SHRINKAGE. ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS JOIST UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE 6-3 BEAM FRAMING: LATEST EDITION OF THE ACI 318. A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. 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 B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH AT ALL OTHER AREAS. MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE STOVE, ETCETERA. SLAB IS REINFORCED, SAW CUT AT INTERVALS NOTTO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-6" B. 2X8 DF -L #2: 13'-0" C. 2X10 DF -L #2: 16'-9" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.612, S1= 0.272 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.535, SDI = 0.336, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 9.0 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE ABBREVIATIONS AB ANCHOR BOLT K KIPS ADD'L ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL OR LONG LONGITUDINAL ARCHITECT OR LSL LONG SLOTTED HOLE DESIGNER LVL LAMINATED VENEER LUMBER BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MB MACHINE BOLTS BM BEAM MECH MECHANICAL BOTT (B) BOTTOM MFR MANUFACTURER BTF BEAT TO FIT MIN MINIMUM BTWN BETWEEN MISC. MISCELLANEOUS CB CARRIAGE BOLTS MTL METAL CCJ CONTROL JOINT (N) NEW CIP CAST -IN-PLACE CONCRETE NS NEAR SIDE CJ CONSTRUCTION JOINT NSA NELSON STUD ANCHOR CLR CLEAR NTS NOT TO SCALE CMU CONCRETE MASONRY UNITS OC ON CENTER COL COLUMN OD OUTSIDE DIAMETER CONC CONCRETE OH OPPOSITE HAND CONN CONNECTION OPNG OPENING CONSTR CONSTRUCTION OVS OVERSIZE ROUND HOLE CONT CONTINUOUS PDF POWDER DRIVEN FASTENER CONTR CONTRACTOR PERP PERPENDICULAR CP COMPLETE PENETRATION PL PLATE CTR CENTER PLWD PLYWOOD CTSK COUNTERSINK PLCS PLACES DBL DOUBLE PP PARTIAL PENETRATION DF DOUGLAS FIR PT PRESSURE TREATED DF -L DOUGLAS FIR - LARCH P/C PRECAST CONCRETE DIA DIAMETER P/T POST -TENSIONED DJ DOUBLE JOIST REINF REINFORCEMENT EA EACH REQ'D REQUIRED EF EACH FACE SC SLIP CRITICAL EL ELEVATION (DATUM) SEOR STRUCTURAL ENGINEER OF ELEV ELEVATION (VIEW) OR ELEVATOR RECORD EN EDGE NAILING SHTG SHEATHING EQ EQUAL SIM SIMILAR ES EACH SIDE SOG SLAB -ON -GRADE (E) EXISTING STD STANDARD EXP EXPANSION STIFF STIFFENER EXT EXTERIOR STL STEEL EW EACH WAY SQ SQUARE FF FINISH FLOOR SS STAINLESS STEEL FIN FINISH SWS SHEAR WALL SCHEDULE FJ FLOOR JOIST SYM SYMMETRICAL FLR FLOOR T&B TOP & BOTTOM FNDN FOUNDATION TO(P) TOP OF (PLYWOOD) FOHC FREE OF HEART CENTER TOC TOP -OF -CONCRETE FOS FACE OF STUD TOF TOP -OF -FOOTING FS FAR SIDE TOS TOP -OF -STEEL FTG FOOTING TOW TOP -OF -WALL GA GAUGE TN TOE NAIL GALV GALVANIZED TYP TYPICAL GLB GLUE -LAM BEAM LINO UNLESS NOTED OTHERWISE HDG HOT DIPPED GALVANIZED VERT VERTICAL HDR HEADER WP WORKPOINT HGR HANGER (SIMPSON) WWF WELDED WIRE FABRIC HORIZ HORIZONTAL W/ WITH ID INSIDE DIAMETER W/0 WITHOUT INT INTERIOR JST JOIST JT JOINT Q�pFESS/pN9 rNo. 75688`' * 6/ 0/16 J� CIVIL q�FOF CAO 5/23/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 0 Fmo 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU VU LU zcc 0 G p w= z �o J O O> Q = EE 0LU Q CO W Ui wO �z 1..I� O_ Q W O1 m c -i REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SIN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-27/HUS28-2TF/ HUS210-27/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU487/HU41OTF/HU4127 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU—LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE TS1 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 � PER ARCH _+ —+---E.N. RAKED PLATE +� TYP WHERE OCCURS I II II II -' CS16 X I 2X BLOCK I+I i 79-0" I FLAT, TYP LENGTH TYP TOP PLATE I +I PER 6/SD1 I II II II WALL FRAMING PER PLAN, TYP- I+I I+I II II LSHEAR PLY PER PLAN, OTHERWISE i PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 11 NO SCALE �Dl ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. PT SILL PLATE CONCRETE SLAB—ON—GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE 10 SDI PLY AT 'G/HDR PLY AILING LAN PLY AT 'G/SILL 5 MIN I It OTHERWISE 6'-0" O.C. MAX. SILL "J. I._E I I I I 7" MIN ` PLATE WASHER I I 3" X 3" X 229"Typ—/ STUD DIRECTLY UNDER SPLICE, TYP. ., �—MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 1 /2" DIA AB WITH 2" HOOK, TYP\—FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. 12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1 ) SII I PI ATF CHAI I RF 7X PT nF—I IINI FCC mown oTHFRWICF IN CHFAR WAI I CC:HFnI II F STUD DIRECTLY UNDER SPLICE, TYP. Ii INTERSECTING WALL OR CORNER WHERE OCCURS---] �' E.N. PLY AT KING STUD 7 WALL CONTINUES WHERE BETWEEN PANELS MFR., 1/8 MIN. TYPICAL TOP PLATE SPLICE TYPICAL OPENING STRAP ('—OCCURS PER PLAN 2X4 BLK'G 9 TYPICAL TOP PLATE SPLICE DETAIL 3.) SHEAR PLY AND 1 3/4" MAY BE NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED OPENING STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. NAILING PER PLAN TYPE (5) 16d +++' + + TOP PLATE AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" IN LIEU OF + +1 + + 8d ® 6" O.C. DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4- /4"E.N. E. N AB 0 3 —9 O.C. + ` FACE OF SHEATHING. MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8- TYPICAL FNDN ANCHOR BOLT DETAIL A �Dl 8d ® 4" O.C. MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO TOP PLATE N + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PER 6/SD1 HEADER KING STUDS PARTIAL PLAN AT TOP PLATE CORNER AND TEE PER PLAN # MAY VARY DBL 2X TOP PLATE�—M ST126 STRAP, U.N.O., 12" MAX PER DETAIL BELOW---,, / CENTERED ON DISCONTINUITY " SEE 1 SD1 AT SHEAR WALL LOCATIONS, PT DF C NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE TS1 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 � PER ARCH _+ —+---E.N. RAKED PLATE +� TYP WHERE OCCURS I II II II -' CS16 X I 2X BLOCK I+I i 79-0" I FLAT, TYP LENGTH TYP TOP PLATE I +I PER 6/SD1 I II II II WALL FRAMING PER PLAN, TYP- I+I I+I II II LSHEAR PLY PER PLAN, OTHERWISE i PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 11 NO SCALE �Dl ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILTI X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. PT SILL PLATE CONCRETE SLAB—ON—GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE 10 SDI PLY AT 'G/HDR PLY AILING LAN PLY AT 'G/SILL 5 MIN I It OTHERWISE 6'-0" O.C. MAX. SILL "J. I._E I I I I 7" MIN ` PLATE WASHER I I 3" X 3" X 229"Typ—/ STUD DIRECTLY UNDER SPLICE, TYP. ., �—MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 1 /2" DIA AB WITH 2" HOOK, TYP\—FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. 12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1 ) SII I PI ATF CHAI I RF 7X PT nF—I IINI FCC mown oTHFRWICF IN CHFAR WAI I CC:HFnI II F STUD DIRECTLY UNDER SPLICE, TYP. Ii INTERSECTING WALL OR CORNER WHERE OCCURS---] �' E.N. PLY AT KING STUD "PROVIDE GAP AS REQ D. BY BETWEEN PANELS MFR., 1/8 MIN. TYPICAL TOP PLATE SPLICE TYPICAL OPENING STRAPPING DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE �Dl NO SCALE TOP PLATE PER 6/SD1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE �'L5 1/2 MAX A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH /PER 6/SD1 II I 1 1/2" MAX, TYP. I II WALL FRAMING PER PLAN, TYP —PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE PARTIAL PLAN EAR PLY AND 114rILING PER PLAN :A) STUD WALL ELEVATION KEY 6- O ©TYP MAX ■ SPAbING 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. O I�11 0) A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED OPENING STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. DBL 2X TYPE ANCHOR BOLT SPACING AND SPACING TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF 2X MUDSILL ANCHOR BOLTS. 8d ® 6" O.C. 8d 0 12" O.C. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE AB 0 3 —9 O.C. FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 �Dl 8d ® 4" O.C. NO SCALE �Dl :A) STUD WALL ELEVATION KEY 6- O ©TYP MAX ■ SPAbING ® TRIMMERS PER SCHEDULE O I�11 0) A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED OPENING STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® Iji :A) STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE 0) A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SIMPSON HOLDOWN MODEL NUMBER OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) 2X6 (1) 2X6 UP TO 10'-0" (2) 2X6 (2) 2X6 UP TO 18'-0" (2) 2X6 (3) 2X6 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPEMINIMUM HOEDOWN STEM FASTENERS WALL AT POST WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE 8/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 S D 1 NO SCALE S D 1 NO SCALE SDI CORNER WHERE OCCURS 5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS TYP I I°I I°I I F PROVIDE GAP BETWEEN IELD NAIL PER I II II SHEAR WALL SCHED. PANELS AS REQ'D BY I II II MFR, 1/8" MIN II II II IEN PER SHEAR II II WALL SCHED. BLOCK AS REQ'D I I°I II I II II AT ALL EDGES, TYP II I I I I I COMPRESSION TYPICAL CORNER HOEDOWN DETAIL C-7 NO SCALE �LD I I '*"— I I I I il POST AS REQ'D SHEAR PLY PER HOLDOWN PER SHEAR SCHEDULE WALL SCHED.--\,. 16" MAX STUD I°I II II II SPACING I I I I I I I I I°I I°I I II II II II I I HOLDOWN l I I°I I°I I I PER II II II SCHEDULE II I II II I LI GENERAL NOTES: — 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. I I I I I I USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. I I I I I I°I 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL A IIA_ _i _ _ _LLA I A 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, SILL PLATE AND AB 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 SIZE/SPACING PER SCHED.7 75% NAIL DIA) TO AVOID SPUTTING WALL ELEMENTS. 12" L 4.) ALLOWABLE LOADS MAY BE MULTIPUED BY 1.4 WHERE WIND LOADS GOVERN. FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE ��Dl NO SCALE �LD 1 K. F<c� A ":�No. 75688' * 6/ 0/16 J' C I V 1 \- �gTFF CALF 5/23/16 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 vl W Q LJJ U Z U LUQ N Q W = � DC G O O � 0 U CO W W WC c DC Oz = Q z�: QU W0) U m� REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SD1 """` "" STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d 0 12" O.C. A35 AT 2'-8M O.C. 260 6 AB 0 3 —9 O.C. RBC AT 1 —8 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d ® 12" O.C. A35 AT 1'-8w O.C. 4* AB ®2 9 O.C. 350 RBC AT 1 —2 O.C. II I II II I LI GENERAL NOTES: — 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. I I I I I I USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. I I I I I I°I 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL A IIA_ _i _ _ _LLA I A 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, SILL PLATE AND AB 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 SIZE/SPACING PER SCHED.7 75% NAIL DIA) TO AVOID SPUTTING WALL ELEMENTS. 12" L 4.) ALLOWABLE LOADS MAY BE MULTIPUED BY 1.4 WHERE WIND LOADS GOVERN. FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE ��Dl NO SCALE �LD 1 K. F<c� A ":�No. 75688' * 6/ 0/16 J' C I V 1 \- �gTFF CALF 5/23/16 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 vl W Q LJJ U Z U LUQ N Q W = � DC G O O � 0 U CO W W WC c DC Oz = Q z�: QU W0) U m� REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SD1 REINFORCI� aZ w J 0a Oa 0 U_ 3" MI �^Tri Mr— M� • L. 16" MIN TYPICAL THICKENED FOOTING AT SSTB NO SCALE _T THICKNESS 3" CLRt A 3" CLR-`-� 6" O.C., TYP N WALL FRAMING PER PLAN SHEAR AT OPPOSITE FACE 3" CLR WHERE OCCURS PER PLAN --,_-r REINFORCE WITH #4 P.T. DF SILL AND 1. '~-SHEAR PER PLAN FTG TYPE PER PLAN AT 6" O.C. E.W. A B PER 3/SDI i I, a SLAB PER PLAN,,,,E.N. • I) 2) #4 TOP AND BOTT., o o . U.N.O. Od. �I I _ 1'-0" SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL SPREAD FOOTING FOOTING SCHEDULE 6 FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 V-0" 3'-0" 12" SLAB PER PLAN,,,,E.N. • I) 2) #4 TOP AND BOTT., o o . U.N.O. Od. �I I _ 1'-0" SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL SPREAD FOOTING SCHEDULE 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE SD2 NO SCALE �D2 .0 #4 CONT TOP AND BO CONCRETE 1 /2" ISOLATION JOINT PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP _.. 3" CLR, TYP _1 2 SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE PLAN WHERE OCCURS PER PLAN PER PLAN. SLOPE PER #D 12 OC, (3) MIN PER WALL SEGMENT DOOR OPENING ARCH WHERE REQ WHERE REQUIRED • I I ELEV. PER ARCH r 147 1/2- ISOLATION JOINT 1/2- ISOLATION ( • PAVEMENT AND SLOPE ;r ' JOINT BEYOND ELEV. PER ARCH �O o SUBGRADE BY OTHERS Qrt o 0 q a, ONCRETE SLAB -ON -GRADE NATURAL o <�� a o PER PLAN. SLOPE PER ? I GRADE LINE o ARCH _ — 12" MIN 1 1/2" _ (2) LAYERS OF ................:. ................ CLR , , BUILDING PAPER SPREAD FOOTING PER 3" CLR (2) #4 TOP AND PLAN WHERE OCCURS 12 BOTT, CONT THIS LINE 8 SD2 /MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SDI (6) 12d TOENAILS OR SLAB PER PLAN ,\, * (6) 16d END NAILS I 3" CLR, TYP SPREAD FOOTING PER 1'-0" PLAN WHERE OCCURS CONTINUOUS FOOTING PER 3/SD2 WHERE OCCURS NOTE: SEE DETAIL 3/SD2 FOR ADDITIONAL INFORMATION. NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE �D2 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 li ELEV. PER ARCH IN, I I • / FROM FNDN 'X #4 AT 24" OC VERT, #4 o0 0 AT 18" OC HORIZ, WHERE' STEM WALL HEIGHT > . 12" MIN " #4 CONT TOP AND BO s • «".. r 8 _.. 3" CLR, TYP _1 2 _ SPREAD FOOTING PER PLAN WHERE OCCURS PT DF SILL AND AB PER 3/SD1\ CONCRETE SLAB -ON -GRADE PER PLAN #4 SLAB TIES AT 4'-0" OC o0 4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE STEM WALL HEIGHT > #4 CONT TOP AND BOTT 1 WALL FRAMING PER PLAN —SHEAR PER PLAN WHERE OCCURS EN ROUGHEN SURFACE 1/4- AMPLITUDE " 8" MIN ZCLR MIN, TYPSLOPE FINISHED _ .. _.._..._.._...__ _....._..GRADE AWAY FROM FOUNDATION 6"MINI 12" MIN 8" 3" LR, TYP 12» SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL POST AT WALL DETAIL TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 1 TYPICAL SLAB FOUNDATION DETAIL 1 1 NO SCALE SD2 NO SCALE SD2 NO SCALE �D2 Q�OFESS/4 K Fez L�j No. 7568' 8 * E 6/ 0/16 J� CIVIL q'OF CALIF 0� 5/23/16 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 Q LJJ U Z U 0 G V) _ W Q IY :D n/ 2 0 �.j� 0 O DC � LU C) U CO W W OW w w V) oz J =Q QU W 0) U mr-i REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SD2 (5) 16d NAILS +' STRONG -BACK BRACE HIP OR VALLEY PER PLAN A PLAN SECTION A 16d AT 8" O.C. (5) 16d NAILS SOLID BLOCK EACH SIDE OF BRACE A35 CLIP, TYP ' SCJ PER PLAN BM OR WALL PER PLAN STRONG -BACK BRACE PLAN SECTION ---(A) RIDGE PER PLAN E.N. RAFTER PER PLAN ROOF SHEATHING X4 DF#2 RAFTER TIE AT PER PLAN VERY RAFTER TO RAFTER (3) 16d )NN., 2'-0" O.C. MAX. 16d 1/4- CLR TYP EA 2X TO ALS T . CONN. TYP. A RIDGE BRACE `16d AT 8" O.C. PER PLAN TYPICAL RIDGE DETAIL NO SCALE ALWAYS PROVIDE OPPOSING BRACE; A34 E.S: HGR PER SCHED.\ RBC CUP AT 2'-0" O.0 �-' ---- TOP PLATE PER 6/SD1 CJ PER PLAN OR SOLID BLOCK AT EVERY OTHER CRIPPLE STUD AT PARALLEL CJ CONDITION F TOP PLATE PER 6/SD1 2X SOLID BLOCKING\ -1 16d AT 7" O.C. PLY. AND NAILING PER PLAN ROOF PLY. DRAG STRAP AND BLOCKING AND NAILING PER PLAN WHERE OCCURS PER PLAN E.N NAILING PER PLAN 2X BLOCK 16d AT 5" O.C. 2X BLOCK u RAFTER RAFTER PER PLAN ROOF PLY. AND NAILING PER PLAN RBC CLIP AT 1'-8" O.0 PER 6/SD1 PER PLAN TOP PLATE E.N. ,N, PER 6/SD1 SHEAR PER SWS TYPE WHERE OCCURS 4X AT 16" O.C. "4*", TYP ENTIRE WALL-- E.N.RAKED 1 1/4- LSL BLOCK TOP PLATE /E.N. 2X4 OVERFRAMING 2X SOLID BLOCK A35 CLIP AT "4*", TYP ENTIRE WALL--- PER 6/SD1 .N. V-8" O.C. 2 RAKED TOP PLATE PER 6/SD1 NAILS E PROVIDE GAP BETWEEN PANELS "4*", TYP ENTIRE WALL - C AS REQ'D. BY MFR., 1/8" MIN. 2X SOLID BLOCK CJ PER PLAN E.N., TYP CJ PER PLAN OR SOLID BLOCK WATERPROOFING, FLASHING TOP PLATE PER 6/SD1 AT EVERY OTHER AT PARALLEL CJ CRIPPLE STUD CONDITION SHEAR PER PLAN WHERE OCCURS- CEILING JOIST PER WALL FRAMING 2X6 BRACE PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. TYPICAL ROOF DETAIL 12 NO SCALE S D 3 PROOF PLY AND NAILING PER PLAN (5) 16d NAILS +' STRONG -BACK BRACE HIP OR VALLEY PER PLAN A PLAN SECTION A 16d AT 8" O.C. (5) 16d NAILS SOLID BLOCK EACH SIDE OF BRACE A35 CLIP, TYP ' SCJ PER PLAN BM OR WALL PER PLAN STRONG -BACK BRACE PLAN SECTION ---(A) RIDGE PER PLAN E.N. RAFTER PER PLAN ROOF SHEATHING X4 DF#2 RAFTER TIE AT PER PLAN VERY RAFTER TO RAFTER (3) 16d )NN., 2'-0" O.C. MAX. 16d 1/4- CLR TYP EA 2X TO ALS T . CONN. TYP. A RIDGE BRACE `16d AT 8" O.C. PER PLAN TYPICAL RIDGE DETAIL NO SCALE ALWAYS PROVIDE OPPOSING BRACE; A34 E.S: HGR PER SCHED.\ RBC CUP AT 2'-0" O.0 �-' ---- TOP PLATE PER 6/SD1 CJ PER PLAN OR SOLID BLOCK AT EVERY OTHER CRIPPLE STUD AT PARALLEL CJ CONDITION F TOP PLATE PER 6/SD1 2X SOLID BLOCKING\ -1 16d AT 7" O.C. PLY. AND NAILING PER PLAN DRAG STRAP PER PLAN ROOF PLY AND NAILS TYP. ,E.N. /� E.N. WHERE OCCURS NAILING PER PLAN 2X BLOCK RAFTER PER PLAN u j RAFTER ROOF PLY. AND NAILING PER PLAN PER 6/SD1 PER PLAN DRAG STRAP PER PLAN E.N. ,N, ! WHERE OCCURS 4X AT 16" O.C. ROOF PLY. AND NAILING PER PLAN E.N.RAKED NAILING PER PLAN TOP PLATE /E.N. 2X4 OVERFRAMING 2X SOLID BLOCK "4*", TYP ENTIRE WALL--- PER 6/SD1 .N. E.N. RAKED TOP PLATE PER 6/SD1 NAILS SHEAR PER SWS TYPE "4*", TYP ENTIRE WALL - SHEATHING PER SWS TYPE "4*", TYP ENTIRE WALL 2X SOLID BLOCK "6% TYP ENTIRE WALL LEDGER PER 4/SD4 CJ PER PLAN OR SOLID BLOCK WATERPROOFING, FLASHING LEDGER PER 4/SD4 AT EVERY OTHER AT PARALLEL CJ CRIPPLE STUD CONDITION ��AND DRAINAGE BY OTHERS CEILING JOIST PER 2X6 BRACE AT SPACING AT EVERY OTHER CRIPPLE STUD PLAN WHERE OCCURS • "" 2X4 WITH I N. O.C. MAX. /ML • A35 CUP AT 1'-8" O.C. AT PARALLEL CJ CONDITION ---E.N. PLY AT BLOCKS HGR PER 12/SD1 -1 BLOCK AND E.N. AT I A35 CLIP AT E.N. PLY AT `2X BLOCK AT WALL FRAMING 48" O.C. TYP. PER PLAN CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL NOTES: STUD, 16" O.C. MAX 1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. PROVIDE GAP BETWEEN PANELS 1/2 STRAP LENGTH AS REQ'D. BY MFR., 1/8- MIN. E.N., TYP TOP PLATE PER 6/SD1 �STA18 STRAP STUD TO STUD AT 4'-0" O.C. SHEAR PER PLAN WALL FRAMING PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. 2.) OVERFRAMING PER 2/SD3 NOT SHOWN FOR CLARITY. 9 ROOF DETAIL 6 TYPICAL ROOF DETAIL 3 SD3 NO SCALE SD3 NO SCALE SD3 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. BRACE PER 7/SD3 AT PURLINS, PER 9/SD3 AT RIDGE, PER 10,11 /SD3 AT HIP/VALLEY, TYP BM. PER PLAN `CJ PER PLAN OR \HGR PER SCHED. AT CJ, TYP BLOCK AT 32" O.C., TYP TYPICAL ROOF BRACE DETAIL 111 TYPICAL BRACING DETAIL NO SCALE HIP/VALLEY PER PLAN 16d AT 8" O.C.- STRONG-BACK .C.STRONG-BACK BRACE PLAN SECTION A CJ PER PLAN\ ++ SD3 NO SCALE ROOF PLY AND NAILING PER PLAN 1 +, l++1 A 6, MIN. 2 ,-(5) 16d, TYP `A35 z i� WALL / BEAM PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL HIP/VALLEY BRACE DETAIL 10 NO SCALE SD3 2X RAFTER PER PLAN- E.N., TYP TOP PLATE PER 6/SD1 SHEAR PER PLAN WHERE OCCURS - WALL FRAMING PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. TYPICAL ROOF DETAIL zz x1l %1 %1111 711 2X SLEEPER WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP 5 TYPICAL OVERFRAMING DETAIL 2 NO SCALE SD3 NO SCALE SD3 ROOF PLY. AND NAILING PER PLAN VERTICAL BRACE WHERE OCCURS E.N 2X BLOCK ROOF PLYWOOD PER PLAN RAFTER PER PLAN RBC CLIP AT 2'-0" O.0 ° DRAG STRAP PER PLAN ROOF PLY AND NAILS TYP. E.N. WHERE OCCURS NAILING PER PLAN RAFTER PER PLAN u j ROOF PLY. AND NAILING PER PLAN PER 6/SD1 ROOF PLY AND E.N. , ! SHEAR PER SWS TYPE E.N.RAKED NAILING PER PLAN TOP PLATE PURLIN W/ 2X4 OVERFRAMING "4*", TYP ENTIRE WALL--- PER 6/SD1 PROVIDE 2X4 RAFTER AT 24" O.C. SHEAR PER SWS TYPE (5) 16d NAILS "4*", TYP ENTIRE WALL - 1 1 /4" LSL BLOCK (3) 16d AT EA. BRACE ROOF PLY ..- TOENAILS, j LEDGER PER 4/SD4 CJ PER PLAN OR SOLID BLOCK END AT EA. RAFTER AND NAILING TYP 2X6 BRACE AT SPACING AT EVERY OTHER CRIPPLE STUD PER PLAN i • "" 2X4 WITH I PER PLAN 4'-0" O.C. MAX. CEILING JOIST PER • AT PARALLEL CJ CONDITION 16d NAILS BLOCK AND E.N. AT I A35 CLIP AT E.N. PLY AT - ' �, AT 12" 1'-8" O.C. SLEEPER, r, ��JOISTS, WHERE OCCURS , O.C., TYP PROVIDE GAP BETWEEN PANELS 2 MIN., TYP TYP A35 CLIP AT 1'-8" O.C. AS REQ'D BY MFR 1/8" MIN CJ PER PLAN T T T T T T E.N., TYP TOP PLATE PER 6/SD1 SHEAR PER PLAN WHERE OCCURS - WALL FRAMING PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. TYPICAL ROOF DETAIL zz x1l %1 %1111 711 2X SLEEPER WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP 5 TYPICAL OVERFRAMING DETAIL 2 NO SCALE SD3 NO SCALE SD3 ROOF PLY. AND NAILING PER PLAN VERTICAL BRACE WHERE OCCURS E.N 2X BLOCK ROOF PLYWOOD PER PLAN RAFTER PER PLAN RBC CLIP AT 2'-0" O.0 ° (5) 16d NAILS TYP. E.N. TOP PLATE RAFTER PER PLAN u j PER 6/SD1 ROOF PLY AND 2X CONT. ! SHEAR PER SWS TYPE NAILING PER PLAN PURLIN W/ "4*", TYP ENTIRE WALL--- 2X SOLID BLOCK PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE (5) 16d NAILS TIES WITH (6) 16d EA. TO RAFTER CONNECTION AT EA. BRACE LEDGER PER 4/SD4 CJ PER PLAN OR SOLID BLOCK END AT EA. RAFTER ALWAYS PROVIDEMIN, 2X6 BRACE AT SPACING AT EVERY OTHER CRIPPLE STUD WHERE RAFTERS RUN • "" OPPOSING BRACES I PER PLAN 4'-0" O.C. MAX. CEILING JOIST PER AT PARALLEL CJ CONDITION PERPENDICULAR TO CJ'S BLOCK AND E.N. AT I ' PLAN WHERE OCCURS ��JOISTS, WHERE OCCURS 2 MIN., TYP A35 CLIP AT 1'-8" O.C. 1 HGR PER 12/SD1 E.N. • . 2X CLG. JOIST . , ". • PROVIDE GAP BETWEEN PANELS PER PLAN . AS REQ'D. BY MFR., 1/8- MIN. 1/2 STRAP LENGTH CEILING JOIST PER RBC CLIP PER FASCIA BY E.N., TYP PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB � " OTHERWISE 4'-0" O.C., TYP. N. H2.5T EA. RAFTER TOP PLATE PER 6/SD1 LSTA18 STRAP STUD BACKING AT EACH " 2X STUDS AT 16 O.C. OR i A35 CLIP SHEAR PER PLAN - TO STUD AT 4'-0" O.C. SIDE OF "I" JOISTS TOP PLATE PER 6 SD1 CEILING BEAM AS OCCUR PER MFR. AT ENTIRE ---SHEAR PER PLAN WALL FRAMING RAFTER OVERLAP PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL 8 � TYPICAL ROOF DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 oQROFESS/04g � � 2 a rNo. 75688' * 6/ 0/16 S� CIVIL q�FOFCAUF�� 5/23/16 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 LU Q LJJ U z� 0 G LU Q= ryoo 2 M O 0 LU U m W LU L1J DC 0 0 Z) /1 J V J J O = Q QU Uj O) U Ca REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SD3 1 - - - - -- - - -- -- - L -- - TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING~" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") MID SECOND 3 - 3" X 0.131" NAILS TOE NAIL LENGTH 3 - 3" 14 GA. STAPLES NAIL QUANTITY 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") WITH NAILING 2X4 2 - 3" X 0.131` NAILS TOE NAIL EACH END SCHEDULE 2 - 3` 14 GA. STAPLES B 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131`) FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162') BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2` X 0.135") AT 16" O.C. (26) 8d SCHEDULE, TYP 3' X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL BLK'G PER 3' 14 GA. STAPLES AT 12' O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2' X 0.135') AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16' O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" j V-7" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 8" O.C. 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d 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 - 8d COMMON (2 1/2' X 0.131") 3 - 3" X 0.131` NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131`) AT 6' O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3` 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131' NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2' X 0.162`) 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2` X 0.131`) TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3` X 0.131` NAILS FACE NAIL 4 - 3` 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162`) MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3' 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2' X 0.131") 5 - 3" X 0.131` NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8' SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131`) FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2' X 0.162') 24" O.C. 3" X 0.131" NAILS 16" O.C. 3' 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4' X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131' NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192') 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'X0.131"NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3` 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3` X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3' X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD° 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113' NAIL" 19/32" TO 3/4' 8d OR 6d' 23/8"X0.113'NAIL' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8TT0.1 1/4" 0 OR 8d' TO FRAMING) 3/4" AND LESS 6d' " T01 1/4` Od' OR 8d- 1 1/8- TO 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` NOTCH SHALL NOT EXTEND INTO DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH MIDDLE THIRD OF MID SECOND REQ'D STRAP AND LENGTH BEAM CLR. SPAN SECOND STRAP NAIL QUANTITY STRAP WITH NAILING PER WITH NAILING 2X4 STRAP AND NAILING PER (26) 8d SCHEDULE PER SCHEDULE B NAILING PER SCHEDULE 2X4 1'-7" WHERE (18) 8d SCHEDULE WHERE C BLK'G PER OCCURS 1'-2" OCCURS (26) 8d SCHEDULE, TYP 1/4- CLEAR TO BLK'G PER MIN. 3/5 H AT ROOF PLY MIN. AT EACH D (2) CS14 2X8 a. Common or box naps are permittea ro be usea except wnere otnerwise statea. 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 (fid - 2" x 0.113% 8d - 2 1/2` x 0.131"; 10d - 3' x 0.148") e. Deformed shank (6d - 2' x 0.113"; 8d - 2 1/2` x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2' x .099"; 8d - 2 1/2" x 0.113`) nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 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. 1. For roof sheathing applications, 8d nails (2 1/2' x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 Inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 7 NO SCALE SD4 H SOLID SAWN BEAMS. 7" MIN AT GLULAM BEAMS LSTA30 - BEAM PER PLAN 1" MIN. --POST PER PLAN LST TAPER CUT BEAM TYPICAL POST TO BEAM DETAIL NO SCALE BMPEF ^' "' -4N JOIST OR TRUSS PER SCHEDULE, TYP D 7"_-1 5/8" MIN. JOIST OR END DISTANCE TRUSS PER PLAN, TYP - LAP LENGTH PER SCHEDULE END OF BLOCK WHERE OCCURS "--1 5/8" MIN. END DISTANCE :ND/LAP .ENGTH PER PLAN, TYP UUF It 1 5/8" MIN. 16d AT UU END DISTANCE 12" O.C.- STRAP AND SECOND STRAP STRAP AND SECOND STRAP NAILING PER WITH NAILING PER NAILING PER WITH NAILING PER SCHEDULE SCHEDULE WHERE SCHEDULE SCHEDULE WERE OCCURS OCCURS NOTE: .AN SHEATHING NOT SHOWN FOR CLARITY. STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS 6 TYPICAL DRAG STRAP SPLICE DETAILS 3 SD4 No SCALE �D4 STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN/EN WHERE OCCURS 16d AT 12" 0.0 "� JOIST OR TRUSS PER PLAN ONT. BLOCK PER SCHEDULE C 36 U.N.O. STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH EN NAILING PER SCHEDULE PLY AND NAILING PER PLAN WHERE OCCURS JOIST OR TRUSS PER PLAN JG _j BLOCK PER SCHEDULE STRAP PFRPFNDIC_ULAR TO JOIST OR TRUSS BEAM DETAIL s TYPICAL DRAG STRAP DETAILS NO SCALE SD4 NO SCALE NOTES: 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4- DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING JOISTS LONGER THAN 13'-0". CONT. 2X LEDGER WITH (2) SHEAR PER PLAN 1/4" DIA. SDS SCREWS AT WHERE OCCURS - 16" O.C. WITH 2 1/2' EMBED AT SOLID SAWN CONT. 2X LEDGER WITH CEILING JOISTS. FOUR SCREWS MIN. PER PIECE (3) 16d PER WALL STUD CJ BLOCKS 2X SOLID SOFFIT ELEV SOFFIT ELEV jk PER ARCH PER ARCH MV MTL HGR 2X SOLID z SD4 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 1 •-2" (26) 8d (13) 8d 8d, 4 1/8- O.C. B CS14 2X4 1'-7" (36) 8d (18) 8d 8d, 4 1/8- O.C. C (2) CS16 2X8 1'-2" (52) 8d (26) 8d STRAP AT EACH D (2) CS14 2X8 j V-7" (72) 8d (36) 8d 8" O.C. AT, EAC/ BALLOON STUDS BLOCKS AT 16" O.C. U.N.O. NOTES: BALLOON STUDS 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF AT 16" O.C. U.N.O. EACH PIECE OF CONTINUOUS STRAP. CEILING JOIST SPAN TABLE TY CEILING JOIST MAX SPAN 16" O.C. MAX SPAN 24" O.C. 2X4 DF#2 8'-9" 7'-2" 2X6 DF#2 12'-10" 10'-6" 2X8 DF#2 16'-3" 13'-3" 2X10 DF#2 19'-10" 16'-3" BCI "I" JOIST 9 1/2- JOIST. 21'-0" 11 7/8" JOIST. 25'-0" CEILING DETAIL BCI "I" JOIST PICAL DROPPED NO SCALE CONTINUOUS STRAP AS REQ'D PER PLAN END 6 MID LAP MID END LENG LENGTH s LENGTH LENGTH z -�P. LENGTH SD4 SD4 AMID MID \END NAILING NAILING NAL ING NAILING NAILING F-4 TYPICAL DRAG STRAP SCHEDULE 1 SD4 NO SCALE �D4 Q�OFESS/0NCDq ":�No. 75688' * E . 6/ 0/16 J'T CIVIL gTFOFCA0�� 5/23/16 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 s, LUQ LJJU U Z 0 LU G Ln LU�/ w ::) O G �0 ON LU LU U COLU LU > LUQ i'i C)c nool V Vj TZ 2 Q QU LLJ U mr-i s� REVISIONS: DATE: 5/23/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-224 SHEET: SD4 4`'