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Home My WebLink AboutB16-0319 047-790-011ARCH D (24".X 36" WHILE EVERY ATTEMPT HAS P`d El4'; BEEN MADE IN THE &' L., is..9 udw' �_ PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE ' MAKER CANNOT GUARANTEE 5'-�• 2'-O° 3'-9" 3'-6" 3'-6" 3'-9" 9'-O" 15._0- i i -L/ . - - AGAINST HUMAN ERROR q BUILDING GONTRAGTOR / 9 HOME OWNER DI REVIEWAND 5D 1 5D 1 Thi �,,, /' ""�; ^, L9 a �,+ VERIFY ALL DIMENSIONS, j0 Q SPECS, AND CONSTRUCTION BEFORE GONSiRUGT10N 8 Ssrdo 3� L-2.5 SAFETY SLA55 L-2.5' 4JAY1'' BEGINS. 5D1 8"xa" W/ GBSQ <`'o F "B 6 5010L5 6 P�q� DRAPrasBr: L-1 4.5' INCL TYP. _... L (3)3•_0• Jty /s3o)av-ossa WINDOWS mFF JryryO SD i QO H L-4.0' D ---- -- FIBERGLASS TUB jJY!A.aRE v ROAP 1 15" VENTS ��. 4 MNSMIAH52 A TT.N l0 SSNpv 6Py� 8"xa" W/ CB50 b'xa" W/ GB50 I CON EWALLAB FLOOR - __ o _ LYnN5M1THs 2®ATT.I+er Tg2 50505HA 30505H 50505H q - - - ( d TILE SURROUND , 0 - - - - a L-S.O' ENER6YGALGS BY: Do GOLDEN fill, O �Q �.y0 �` '`DEeIGNS SUN !. F.G. .H. .G. [,H.SHOWERyALVEJ•19TE: O ry "P ON I a 9°j JO•Ay0 I®�. MAx -- L-4.0'' 4' PROVIDE INDIVIDUAL CONTROL 1 1 a" VENTS Q 3�� L-6.5' 2Q 1' 4'-2" 6'-4 .Z•ggQl ) ` RAMIREZ THERMOSTATIC MIXING VALVES, RY PROVIDE 1 BEDROOM WINDOW WITH A MIN. 4x PRESSURE BALANCE OR 2 N (O I I/�j 1 a" VENTS -- L - NET CLEAR OPENING OF 5.7 SOFT. EXGEPSION� COMBINATION VALVE TYPE GPG I Hg 3O20FX 3020FX 3020FX 3020FX U) 'P 6 BACKING °Uy m 30605H 30605H 3080 -_. 30605H 30605H 30605H 30605H FOR TOWEL 6RA1•ILTE .3� - GRADE FLOOR OPENING GAN HAVE A MIN. NET O 400.3 - BAR 0 44' TOP E SPLASH n fA KE R /, .N(jU 20 CLEAR OPENING OF 5.0 SOFT. L-6.0' .EXHAUST DUOT5: DgCH yGJSII-L.HEI6HT MAX 44"ABOVE FLOOR TERMINATE pND 2 • SAFETY---Mjbi-OFENING HEIGHT: 24" '. V'jOUTSIDE OF THE r' ORCH $STS N 4,:x6" ,0 �II MIN_OPENING WIDTH: 20" Ng�O BUILDING W/ CONCRETE SLAB FLOOR L-6.0'�pJ2POST 1GLA55 -_- _ _ 9 BACK -DRAFT . •(0 ' ry 9'GEILIN6 O MA TER BATH SHOWER yALVSL10TE: I• - v 3 STUCCO WALL5 d GLS. D 9 tp F//u\�\�:p DAMPERS. O 5 - - - - DOOR TI L OR \ /® PROVIDE INDIVIDUAL CONTROL OU1,1 T Tp�s _ 1 LING -T \J THERMOSTATIC MIXING V LYES, TOP - - - ONE LITE 4'-0• 5'-0 T_9. _3• R A 0 S 1 L-6.0' 4' 2'1 TYPICAL O' GE O N D$4 PRESSURE ON VALVEOR PE. CPC SAFETY N S DIMENSIONS .0 GLASS 4Jlpry SAO yo i TKIMME aoas oQKOFESSlJ;q! - -_.- DOOR I m O SL-T.CY SNN SSpe 4 1 61 6 O �q I PROVIDE 1 BEDROOM WINDOW WITH A U `YNU i.FiE�B�'Z'T r 25 0 b0$O I MIN. NET CLEAR OPENING OF S.-1 SOFT. 26aO ~ C 6 0 16 �.•�pp EXCEPTION: GRADE FLOOR OPENING v BEDROOM #i} .SLIDING SAFELY- � Jk A CAN HAVE A MIN. NET CLEAR OPENING OF I TYP. WALL fG J � � 1 /2 LITE �4 �. 5.0 SOFT. I DILE OPENING CARPET FLOOR K R d T.P. ° GLA55 DOOR J I 6::X6:: lO�� II SILL HEIGHT; MAX. 44' ABOVE FLOOR I I i( ]�• o SAFETY F N 5 MIN. OFF SEE 24". SEE ENVIRONMENTAL �O 6LA�,`5 C W _ - POST - MIN. OPENINGV^t1PTH: 20" • l NOTES 7-9 6 12. \,5:21 E ® DOORS n J 1 _ _ _ _ - - I II 5 aTF of r�;L\F �4 SATH OM s < 6„X6:, sD1POST I I I J EXL-1 U5T�2UGTS r TILE S I I LIYIN6 ROOM II r II {71 ° O R D 1 312512016 NOTE: HOLD TOP OF Sr o< FLOOR - - -_CARPET FLOOR - - I MASTER BEDROOM I vE R BUIL INC W/ r REVIEWED ONLY FOR I OUTSIDE OF THE O THESE PLANS HAVE BEEN WINDOWS AT $'-O". `S I DINING AREA (`1 II SEE ENVIRONMENTAL 4 12. I S DA ERS. lil STRUCTURAL CALCULATIONS.. LIN NOT D OTHERWISE GRANITE t36" TY GL _I NOTES 7-9 b 1 2. II CARPET FLOOR � BAG -DRAFT N COMPLIANCE WITH ATTACHED II V TOP E SPLASH GL Q� 5 TILE FLOOR SEE ENVIRONMENTAL I ,A THE ENGINEER'S STAMP ON �p4 TI 1" I COFFER y IHO,€� 1 II I II NOTE5 7-9 6 12. THIS PLAN 15 VALID ONLY WITH " DIMENSIONS L LF SHELF A LETTER 516NEP BY THIS 2$80 28a0 -6%HVAC:d POLE d POLE ENGINEER FOR EACH 5 2'-6' 1O' -O" 2'-6 ATTICS-P.ASSAGEY-yAY_: I I AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE UNIQUE BUILD. PROVIDE UNOBSTRUCTED. SOLID 4"X6" ON THE CONSTRUCTION 51TE AND UNTIL FINAL STARTUP OF GO G. STOOP W V h 1 1' GEILIN6 FLOOR NOT LESS THAN 24° WIDE x THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND ( IN. 36" IN W.I. GL SET J ,q0 J4 - POST (I I . LESS THAN LOIN LENGTH, FROM D EGTION CARPET FLOOR n1 (O 1 O' GEILIN6 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS ACCESS TO HVAC UNIT. 201 3 GING N SHALL BE COVERED WITH TAPE, PLASTID SHEET METAL OR 2880 II II W.I. CLOSET �+ OTHER METHODS, M i 1 O TR VEL) v D SEE ENVIRONMENTAL = J % I S d I SECTION 904.1 1.3. j 2J PROVIDE CONCRETE BASE EXTENDING 9 OR MORE ABOVE O v NOTE51-q E 12. -$ 1'-O" b'-10" q G� - - - - - - - - '1'-4" I fA CARPET FLOOR W OL GROUND LEVEL. 1 n, 0_ N q AJ d O J d1 SEE ENVIRONMENTAL T n - N Jry n J `a - - (/) S .1 t RAISED FLA_ E��AGE: F.P. XTRORDINAIR t0 IV NOTES 7-9 4 12. ry •" Q m L-b.O' PLATE LI E OF AT HIGH OUTPUT MODEL 864 TRV G5 ' �� 6 HB 3068 SHELF d POLE W HALL / I PLATE TINE of FIREPLACE. 1'R MMP ... GBG 7193 TOP VENT $L m 30505H I TILE _ 4"X6" �JQ SHELF SHELF N O 0 FLOOR - - � I INSTALL 4A 1 1/2 LITE T /V (5) 1 2"D riQ/A INSTALL A5 PER SHIS.ALL EGG. POST l0 I d POLE _d POLE N 0 V' Sog 5AFETY SAS Q�q� ad ,0 ` SHELVES SpUD�F GA_S�IREP_LAGE SHALL BE DIRECT -VENT I WH GLAS_5 G"' Q�J GN• 8 S / c'4 SEALED -COMBUSTION TYPE. "1 UTILIT DOOR I O �� " e0 P NTRY / I T�(oAFT $��A APPLICABLE LOCAL ORDINANGESS SHALL AL50 COMPLY WITH ONS TOILET SEE E/HVAGEGOTRDGAL�L + SHELF d POLE UPPER TllB E_SHOWER HE W 4080 59 GAL. GAS WATER.ATER:. ( .. TILE ,0 jN-OTE: SPECIAL VENTING 15 1 1 .1 B'NGHPUTFORM wrtNvr. VALVE TUT -EATER I % REQUIRED FOR ISLAND SINKS. ,"O 1 TILE TO b._6., .29 NOTE VENTED DOOR oursvE w/sEISMIc srRAFS TOP PND BOTTOM. THE FLOOR W - - - - CLOSET jy BASE CABINET ° 2GPM®80 P51 z a - Q I srwAvs ro BE 4•MIN.AeDve coNTROLs.VSnT rTHE (V `B % SEE 2013 CPC., 5EGTION 90 q. 1. - SAFETY 6L ASS ENOL LUS ENVIRONMENTAL rI RtI TOPEBOTTOM ROOF AND PROVIDE BARRIER FROM VEMGULAR OAMAGC eMIN R-9.3 LOUVERS 5450 QUALITY NOTE 17. % �/ r 12,_0, ( � 3:_6,: 3'-$" '-10" V• r j X T P. 3'-O" x I POST I I (Il 4"Xb" ° LLI I HALL BAOKNG FOR N 1 I POST CARPET FLOOR TOWEL BAR O - WAT�R.HEAT�`10TE_5: I b$O _tq�Q� �R/ 6,1X6:, W F N BATHROOM O Q <E' r kNATETHE FOLLOWING J S A I POST �, I V SEE ENVIRONMENTAL EX11 UST DUS LSs "1. O UUNOBSTRUCTED L OVRELEvrncLE vurxm B. 2' NOTES 7-9 b 12. TILE FLOOR Ol �! 1)ENO55TRr TEPI12E1RORTYPEB VENrw/sTRAIGHr vI,a GARA_G_E_NOTES: DRYER- (q/ / OSF G ITE_. 36` TER INS IN BETEWRYIIEN TSIDETERMINATIO eDlaEWATERHEATER IS I 1)PR VATS GPRA6ES ARE TO BE SEPARATED FROM THE DWELLING AND / VENT TO 5480 OP n5PLA5H OUT IDE OF THE v INSTALLED I AT IG BY 1/31N64 GYPSUM BOARD. OI)TS DE : BUIL -DRAFT N N 9)LONDEN5ATE GRAIN NO MORE THAN N6HER THAN THE BASE OF ])XABITPBLE SPALE ABOVE A6ARAGE MUST BE9@PARATED BY 5/B-IHLN I LL 0 LU THE wnreRHEAreRTHAT Pu.ows nwnmAL VRPmAGE rv1r«our tt'jx GrPsvM BOARD. ,AIR ///// / 22POL-5 /J/OJq� 1.56PM DAG 'ERE. ;� O PUMP A5515TANLE. 9) DOORS BETWEEN THE DWELLING, 6ARP6E ISReOUIRED TO Fm 1 5/B IXIN �C ENTR I d 2 POLES 1_\ILI III 9)GA55UPPLY LINE W/ A LAPALnY OF AT LEAST 100.000 BrU/HR TII SOLID GOREWOOD EOuv LORE STEEL. NONeYO,.ELORE STEEL. )(�� Rty.SiACCE EATING AJ ®IR PSI V O 5) MOIOE SEI5MII BRAIMG POR W. AT LOGATION5 EQUAL TO OR ADOOR WITNA]O MINUTEflRE PROTELTION RATNG, AND 8E BE- (d� IN/ HOOKUP BAR+42" K TILE FLOOR THE TOP, BOTTOM I/a OF ITB VERTICAL OIMENSION. STRAP LLO51NG, 9ELFLATLHIN6. ) W N CLOSET `� ® Y {Ii $HALL BE AMN OF 9-ABOVEGONTROLS I 4)WLTSINTHE GARAGE THAT PENETRATE TX ESEPARATIONMUSTBEA WASHER %I �: 1 ry MIRROR ® ) 6)LOMBINE AMIN,ION RESSURE, TEMPERATURE RELIEF VALVE TO MIWMUMOF 266.8 STEEL WITH NO OPENING5IN THE GARAGE SPACE _ J.2 1.PJ GPMU L }T F OUTSIDE W/UNTHREADED PIPE EALING DOWN WARD BETWEEn b' 5) SUPPORTING ELEMENT50F SEPARATION ARE NO LONGER REQUIRED TO BE ° g%, ro a4'Psove SRouno. vRorecreE, 60 P51 'P 6090 2SHEWE5 V O Z SINK 4 SDB I r E DRYER EXHAUST: LAUNDRY V15POSAL \, BI -PASS DOORS � 62 POLES 1 $ %(/D< I PROVIDE 4 MIN. GAS 6 D CLOSET r U.1 I MOISTURE TILE FLOOR s _ _ O M 8 47 THREE GAR GARAGE I EXHAUST DUCT MICRO WAVE RANGE I O ryW WITH BACK -DRAFT W OVER OVEN w/ III Q��A O O •O ' CONCRETE SLAB FLOOR DAMPER.. THE HOOD .( Q 1 1 1 I SHEETROGK WALLS d DLG. I I MAXIMUM LENGTH GRANITE LAUNDRY L _y 60$0 < TOP b SPLASH SINK II STUDY PROVIDE INDIVIDUAL CONTROL I FOR THE DRYER KITCHEN 4 BI-PA55 DOORS THERMOSTATIC MIXING VALVES. M ® < � ry - J k CARPET FLOOR EXHAUST DUCT 15 k 480 X 30$0 1 4 OF `v. M DOOR 1 a FEET w/ 2 TILE FLOOR O ry W OPENER ELBOWS. ° a 1.8 GPM yq0 i SAFETY GLA55 SEE ENVIRONMENTAL 1 PRESSURE BALANCE OR h W NOTES 7-9 812. � 9'-0 2'-4" 3'-2" 4-2" 1 -a" 8'-a" COMBINATION VALVE TYPE. GPG � � V! UPPER UPPER or 406.3 GRANITE -'6: ®60 P51 L I OI OI I O - - - - Z TOP 6 SPLASH DBL SINK b 1 BEDROOM #3 .Q^kill CARP _ GARAGE I S U 20305H •I' DISPOSAL I M/t) UPPER �I 4 6 HDU4 �J��Q' SEE EENVERONMO TO wITHAMIN. 6"X 6" 4 Q In O VI V, N I I I lD a a I 6,'X611 �I L- O' L.6.0 4' N Q 11.1 DOOR I B S e .? O O O POST Q' 0 y OPENER - 7 Ike (Q UPPER - SST$ PROVIDE 1 BEDR M W In _ E O - - - - - 24 CARPET FLOOR In ((1 GARAGE POOH. I 40 4y 4• L -T,5 HB NET CLEAR OPENING OF 5.7 SOFT. EXGEETJOI:I: t) HOLD GARAGE FLOOR BACK 50 THAT DOOR G�� I GRADE FLOOR OPENING CAN HAVE A MIN. NET POST SEE ENVIRONMENTAL y ' 4J,y0 LANDS ONA FLOORON BACK5 THAT �p O�E� 26495H 26495H 26495H 6 tr HB 26495H 26495H 2649SH CLEAR OPENING OF 5.0 SOFT. NOTES -i -9E12. " Jk A GILL HEIGHT: MAX 44' ABOVE FLOOR %°UA 2) FIN15HED GARAGE DOOR OPENING TO BE I• 1 �A S �Z _ EI"EGGS SERV)G ' J�. SHORTER IN HEI6HT 42•NARROWER THAN WIDTH I I + r' (�\� ��d -I�L-4.0' '1d O aq 0� MILLOPENNG NIIDL•20' 200 AMP SERVICE 149 �6 I I OF GARAGE DOOR SIZE G L-4.0' G 14 N d1 A PO GH I 111 °j°j PROVIDE 1 BEDROOM WINDOW WITH A MIN. 36"CLEAR OF 9) FROMHE50LIDO A CKIN& AT MINIMUM 14"TER ABOVE TOR I I `S) I NN �N N I N GONG ETES AB LR. ; 3OSO5H 3O5OSH GRADEGFLH OR OPENINET CLEAR OPENING NG 6CAN HAVE AA MNP NET OONOR OR Y41NDON F IN.-'7ATIMAX S I 1 FROM HEADER TO AMINIMUM OF I4"ABOVE TOP -I N N Q Y L-3.0' 4 0VE FLO I HIS .} O O I O STUD O VIAL 5 d LS. OF DOOR. I - ° I 6 TEA OPINING OF 5.0 SQFT PL -t5' 4 I I _ - _ _ _ _ _ _ _ SIF, I .1 O b" t` L•4.0• SS y0 MIN. OP�� NG r1MIN. OPENING E12TH: 20' I I - _ - _ - - p a"xa" w/ cBsa I WXa1,LIZ I m �o�mro �a p 160$0 v p 1 _ VI/GBSQ �) o D _ _ POST o y.'LSST'CG� p ° p ° qJm� SSS a 30505H 30505H @GaL-3.0' @/6 D. i0 v ° D p •r s a"xa" W/ GBSQ 0 S ry 0 L-4.0' ST� p v h� D �0 rY tS = J N S d SD 1 _ I J h L-4.0' a d Q m G ry p v o NOTE: D YER LA_NP_INGS; ZOAm tp ?9) B N TYP. 4 = !L VENT TOT RMINATE- THE LANDING AT AN EXTERIOR h� O Uj p -1 100$0p - P ° DOORWAY SHALL NOT BE MORE THAN w Jry 6. SS S� D v- WINDOW O ENING. ° 1.-15 INCHES BELOW THE TOP OF THE = Q Q�` G PROVIDE KEYLE55 - ¢ - ° p CONCRETE THRESHOLD, PROVIDED THE DOOR, QT to L-3.0' B !�. D ENTRY TOUCH PAD p° WALK 4 O I- w NOSE... DOES: (U I p D CONCRETE ° p ° ° D OTHER THAN AN EXTERIOR STORM OR SDI P _ _ V7 / [ - w ° SCREEN DOOR, DOES NOT SWING fj i v / I 16-11. INSTALL NON- 0) v 6 v p OVER THE LANDING. Q31 REMOVABLE D v ppO '. - DRIVEWAY yl BACKFLOW - - ° p v° ,y o - D ERM.T ,tEtvI SER\ICS PREVENTION D. V 'p TRP• BUTTE CL�UN r�^17EVt flt-p I DEVICES. GPG 603 D p p v. °° p ° - ° ° 7 DETAIL �� w ��"'D F0 p SHEARWALL r=- �"q V - D ° D p ° ° v °. v v - p UD p D - 2,_O• ° D p ,_O. 3 ��....IF-t JIL `'�A 7 7 ° p 7 ° p D 11•_gl p. 3'.q" 3'_q° gt�' v - b'-6� g'_b^ 3._6H. T,_3. 6,_9" -p_6" T_O° 1_3. 7_3° �` BY 183 SgFt TOTAL S' d' D v v. p. ° D. 17,_0.. ° ° D , 0,.. 14'-0° 1 4'-b" 1 4'-6" D p �'-6' GAt�ZAGE: D p ° - 16'0 m p p p D o v v °� bBIT v - 1 12'1 p 9'Ib SgFt p ° ° � D p p p. D: p. p v D. v. p D v ;D Dew - 7 C/i�CJ�A it COVERED p p D p I ^ ° ° p p C!LA-K-101 Y WITH THE FOLLOWING: ° pFI FLOOR PLAN STRUCTURAL NOTES: NOTE: P?�TIO: TH15 COMP -- o SEE PAGE a FOR GENERAL NOTES AND �JL!! • 201 3 CALIFORNIA BUILDING GORE (GBG),' SCALE: 1 /4" = 1'-O" °. - o v 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL - r _ _, f.P� 226 5 Ft FRONT , GAL GREEN NOTE5. . ,-,,.., C7`�-�J--56-7 SgFt REAR ° SHEETS 5D 1-SD4 FOR ADDITIONAL INFORMATION. HEIGHT,:; \ `` ` `\ ` �" '�' ' % ° p • 201 3 CALIFORNIA RESIDENTIAL GORE (DRG), P�-80R PLA"OTE_5:. D' - 5 KRE 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: �1 F� _/ BUTTE 593 SgFt TOTAL • 2015 CALIFORNIA MECHANICAL CODE (CMG), 1.) AUTOMATIC RESIDENTIAL FIgE SPRINKLER ,S`/d"N'V COUNTS 2015 CALIFORNIA PLUMBING CODE (CFC), IS ,tea �nFzNFPA-.__T1. D p F r a v • 201 3 CALIFORNIA ELECTRICAL CODE (CEG), EXTERIOR WALL: 2X6 OF STUD AT 1 6' O.G. ^� D�S7G�•1 SY OTHERS, SEP_p.BATE-P_ERMILRERUIRED S [ ` PLATE D • 2015 CALIFORNIA FIRE CODE (CFO), 2.) SUBMIT FINAL CONSTRUCTION WASTE INTERIOR WALLS: 2X4 OF STUD AT 16' O.G. BAR A ZO1r", DATE: j ° D ,7, HEIGHT HEIGHT • 201 3 CALIFORNIA ENERGY GODS MANAGEMENT REPORT TO THE BUILDING ;� ', . ""�� ; ; �/ �,�. '/:/; ', ; ' • o p • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE DEPARTMENT PRIOR TO FINAL INSPECTION. 3,) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL I a °''' "'` j ` I DEVFLOPMENT 3/25/20 16 I ., `,, � � ,,,,, , iii%. , . 3J PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. ELEVATION AND TYPICAL WALL OPENING SCHEDULE. _, � o SCALE: / ,,, 1O PLATE �,`*; \\��, <��D •.;. /,,/„ ;,,, ; ,. - ° v �. (COMMONLY GALLED'GALGREEN') 4.) TYPICAL WALL FRAMING, UNLESS NOTED �9 � ,'-' ; �• ,;�� 'i;�, ;\\�, �.,`. ` , , ;. /- NCY GROUP: OTHERWI5E: 4.) ANY DISCREPANCIES ALL E I FRAMING SHOWN AND -L ,,. F.. VICES SHOWN ,, /, , - %, - ! HEIGHT. \,�� \\'�.,.,,� . , . ° OCGUPAt FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT •' ',; A�`r (NL1L / EXTERIOR WALLS 2'x6" OF STUDS 16" c/c ' •; i / '-"'•/ i'� " D .� p ; p �. ; / , - • OCCUPANCY IS R3/U INTERIOR WALL5: 2'x4" OF STUDS 16"c/c TO THE ENGINEER OF RECORD. CONSTRUCTION TYPE: 5.) ALL EXPOSED FRAMING SHALL 8E PRESSURE -; , 'i - .'a :: - ° v TREATED WITH TREATMENT PROCESS AND /, - , , • UCTION TYPE IS VB - - q PLATE D GONSTR ' � � / - -i,•, : :.., D . ; ,,. -' p .. ° � APPLICATION APPROPRIATE FOR EXPOSURE- - HE p -,, :: ,": p' D D ACCORDING TO MFRS WRITTEN GUIDEL NES. J : ° 1 O PLATE ' • ' ' " ' %,' %.; , . 3 ° R AL EMBERS SHALL BE FASTENED IN LATER 6.) ALL M HEIGHT q P p I G SCHEDULE SHEET i, • '�-'' ',.; :i%; ;!' • , o'i v.' ,.. _ f• • , -: - v ° D Complete construction Post Debris Recovery COMPLIANCE WITH 201 3 GBG FASTENINS 11 ,1 .:,.. - , .,,,. - � w. ,,,, ,., .HEIGHT.. ° p v p TABLE 2304.9.1, UNLESS NOTED OTHERWISE ,,,. ,. .. p ..r. : • rTgH `I~" :li. ` I C, , , ,�, �/ , , /, .. p o , ,,; , ,D,, v ° 1.. final report and V.O.C. documentation and �, 1 „ ;I ,'i, ;y /:., , ') ✓ ;'; . p , , !; ° 1 O PLATE HEIGHT ,; D p - - r: ,I, , ,- , . / , _y, , ° v /, - o D -- submit to Building Division prior to final - 1 ;. �y , /1,, v. °° D D° pD HuilHin°inennnH'nw _ D p p p p D _D Energy Requirements see _ \ p ° D ° ° P v attached energy certificate of compliance -p. _ _ , 1 yr for specific energy requirements for this J� (D x - ®COPYRIGHT 201 6 „ building <3 SCALE: 1 / 1 6' - 1'-0' LYNN SMITH - DRAFTING MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALLS SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER C:AU5er5VLynnVDocumentsVChief X7 Plans\Ned MDYYi9 - 391 O San Juan Court\MOPEIS Plan.lsyout 1 91 SYCAMORE VALLEY ROAD, MORRIS HOMES, INC. - NED MORRIS �� 4� 22199 5AM50N AVENUE, CORNING, CALIFORNIA 96021 393 RIO LINDO AVENUE .200, GHIGO, GA 95926 OWNER: MORRIS HOMES, INC -NED MORRIS GHIGO. GA 95979 - (530) 624-3763 DELL ��PHONE: (530) 321-7242 DELL rry F (530) 592-4401 WORK (530) 624-3765 CELL (530) 991-0555 WORK 11 EMAIL ADDRESS; ELSkis®AOLcom EMAIL ADDRE55: Rytand•5ummitChico.com EMAIL ADDRESS: Ned5kls®AOLGom U TT E. (530) 514-0595 CELL �� EMAILADDRE55: MaX0C4dMama.aom s EMAILADDRE55: _Urn5mlth32eATTnet IT I i 11 I II I WINDOW LABELS FG FIXED &L B,55 SH SINGLE HI NG DH DOUBLE D6 DOUBLE HUNG CASEMENT TC TRIPLE CASEMENT SG SINGLE G L5 LEFT SLI kSFMENT 146•• RS RIGHT 5.01146- T5 TR PLE SLIDING' AW SINISLE A 4141146 FA DOUBLEW ANINTA TRIFILFAIFININ6, G NO HOPPER FH DOUBLE HOPPER TH TR FILE HOPPER LV LOLIVERE D PT PASS Tf RU - NO GLASS "NOTE: WIND WS AREAS VIEWED F M INSIDE LOOKING WARD. 1 61 6 O �q I PROVIDE 1 BEDROOM WINDOW WITH A U `YNU i.FiE�B�'Z'T r 25 0 b0$O I MIN. NET CLEAR OPENING OF S.-1 SOFT. 26aO ~ C 6 0 16 �.•�pp EXCEPTION: GRADE FLOOR OPENING v BEDROOM #i} .SLIDING SAFELY- � Jk A CAN HAVE A MIN. NET CLEAR OPENING OF I TYP. WALL fG J � � 1 /2 LITE �4 �. 5.0 SOFT. I DILE OPENING CARPET FLOOR K R d T.P. ° GLA55 DOOR J I 6::X6:: lO�� II SILL HEIGHT; MAX. 44' ABOVE FLOOR I I i( ]�• o SAFETY F N 5 MIN. OFF SEE 24". SEE ENVIRONMENTAL �O 6LA�,`5 C W _ - POST - MIN. OPENINGV^t1PTH: 20" • l NOTES 7-9 6 12. \,5:21 E ® DOORS n J 1 _ _ _ _ - - I II 5 aTF of r�;L\F �4 SATH OM s < 6„X6:, sD1POST I I I J EXL-1 U5T�2UGTS r TILE S I I LIYIN6 ROOM II r II {71 ° O R D 1 312512016 NOTE: HOLD TOP OF Sr o< FLOOR - - -_CARPET FLOOR - - I MASTER BEDROOM I vE R BUIL INC W/ r REVIEWED ONLY FOR I OUTSIDE OF THE O THESE PLANS HAVE BEEN WINDOWS AT $'-O". `S I DINING AREA (`1 II SEE ENVIRONMENTAL 4 12. I S DA ERS. lil STRUCTURAL CALCULATIONS.. LIN NOT D OTHERWISE GRANITE t36" TY GL _I NOTES 7-9 b 1 2. II CARPET FLOOR � BAG -DRAFT N COMPLIANCE WITH ATTACHED II V TOP E SPLASH GL Q� 5 TILE FLOOR SEE ENVIRONMENTAL I ,A THE ENGINEER'S STAMP ON �p4 TI 1" I COFFER y IHO,€� 1 II I II NOTE5 7-9 6 12. THIS PLAN 15 VALID ONLY WITH " DIMENSIONS L LF SHELF A LETTER 516NEP BY THIS 2$80 28a0 -6%HVAC:d POLE d POLE ENGINEER FOR EACH 5 2'-6' 1O' -O" 2'-6 ATTICS-P.ASSAGEY-yAY_: I I AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE UNIQUE BUILD. PROVIDE UNOBSTRUCTED. SOLID 4"X6" ON THE CONSTRUCTION 51TE AND UNTIL FINAL STARTUP OF GO G. STOOP W V h 1 1' GEILIN6 FLOOR NOT LESS THAN 24° WIDE x THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND ( IN. 36" IN W.I. GL SET J ,q0 J4 - POST (I I . LESS THAN LOIN LENGTH, FROM D EGTION CARPET FLOOR n1 (O 1 O' GEILIN6 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS ACCESS TO HVAC UNIT. 201 3 GING N SHALL BE COVERED WITH TAPE, PLASTID SHEET METAL OR 2880 II II W.I. CLOSET �+ OTHER METHODS, M i 1 O TR VEL) v D SEE ENVIRONMENTAL = J % I S d I SECTION 904.1 1.3. j 2J PROVIDE CONCRETE BASE EXTENDING 9 OR MORE ABOVE O v NOTE51-q E 12. -$ 1'-O" b'-10" q G� - - - - - - - - '1'-4" I fA CARPET FLOOR W OL GROUND LEVEL. 1 n, 0_ N q AJ d O J d1 SEE ENVIRONMENTAL T n - N Jry n J `a - - (/) S .1 t RAISED FLA_ E��AGE: F.P. XTRORDINAIR t0 IV NOTES 7-9 4 12. ry •" Q m L-b.O' PLATE LI E OF AT HIGH OUTPUT MODEL 864 TRV G5 ' �� 6 HB 3068 SHELF d POLE W HALL / I PLATE TINE of FIREPLACE. 1'R MMP ... GBG 7193 TOP VENT $L m 30505H I TILE _ 4"X6" �JQ SHELF SHELF N O 0 FLOOR - - � I INSTALL 4A 1 1/2 LITE T /V (5) 1 2"D riQ/A INSTALL A5 PER SHIS.ALL EGG. POST l0 I d POLE _d POLE N 0 V' Sog 5AFETY SAS Q�q� ad ,0 ` SHELVES SpUD�F GA_S�IREP_LAGE SHALL BE DIRECT -VENT I WH GLAS_5 G"' Q�J GN• 8 S / c'4 SEALED -COMBUSTION TYPE. "1 UTILIT DOOR I O �� " e0 P NTRY / I T�(oAFT $��A APPLICABLE LOCAL ORDINANGESS SHALL AL50 COMPLY WITH ONS TOILET SEE E/HVAGEGOTRDGAL�L + SHELF d POLE UPPER TllB E_SHOWER HE W 4080 59 GAL. GAS WATER.ATER:. ( .. TILE ,0 jN-OTE: SPECIAL VENTING 15 1 1 .1 B'NGHPUTFORM wrtNvr. VALVE TUT -EATER I % REQUIRED FOR ISLAND SINKS. ,"O 1 TILE TO b._6., .29 NOTE VENTED DOOR oursvE w/sEISMIc srRAFS TOP PND BOTTOM. THE FLOOR W - - - - CLOSET jy BASE CABINET ° 2GPM®80 P51 z a - Q I srwAvs ro BE 4•MIN.AeDve coNTROLs.VSnT rTHE (V `B % SEE 2013 CPC., 5EGTION 90 q. 1. - SAFETY 6L ASS ENOL LUS ENVIRONMENTAL rI RtI TOPEBOTTOM ROOF AND PROVIDE BARRIER FROM VEMGULAR OAMAGC eMIN R-9.3 LOUVERS 5450 QUALITY NOTE 17. % �/ r 12,_0, ( � 3:_6,: 3'-$" '-10" V• r j X T P. 3'-O" x I POST I I (Il 4"Xb" ° LLI I HALL BAOKNG FOR N 1 I POST CARPET FLOOR TOWEL BAR O - WAT�R.HEAT�`10TE_5: I b$O _tq�Q� �R/ 6,1X6:, W F N BATHROOM O Q <E' r kNATETHE FOLLOWING J S A I POST �, I V SEE ENVIRONMENTAL EX11 UST DUS LSs "1. O UUNOBSTRUCTED L OVRELEvrncLE vurxm B. 2' NOTES 7-9 b 12. TILE FLOOR Ol �! 1)ENO55TRr TEPI12E1RORTYPEB VENrw/sTRAIGHr vI,a GARA_G_E_NOTES: DRYER- (q/ / OSF G ITE_. 36` TER INS IN BETEWRYIIEN TSIDETERMINATIO eDlaEWATERHEATER IS I 1)PR VATS GPRA6ES ARE TO BE SEPARATED FROM THE DWELLING AND / VENT TO 5480 OP n5PLA5H OUT IDE OF THE v INSTALLED I AT IG BY 1/31N64 GYPSUM BOARD. OI)TS DE : BUIL -DRAFT N N 9)LONDEN5ATE GRAIN NO MORE THAN N6HER THAN THE BASE OF ])XABITPBLE SPALE ABOVE A6ARAGE MUST BE9@PARATED BY 5/B-IHLN I LL 0 LU THE wnreRHEAreRTHAT Pu.ows nwnmAL VRPmAGE rv1r«our tt'jx GrPsvM BOARD. ,AIR ///// / 22POL-5 /J/OJq� 1.56PM DAG 'ERE. ;� O PUMP A5515TANLE. 9) DOORS BETWEEN THE DWELLING, 6ARP6E ISReOUIRED TO Fm 1 5/B IXIN �C ENTR I d 2 POLES 1_\ILI III 9)GA55UPPLY LINE W/ A LAPALnY OF AT LEAST 100.000 BrU/HR TII SOLID GOREWOOD EOuv LORE STEEL. NONeYO,.ELORE STEEL. )(�� Rty.SiACCE EATING AJ ®IR PSI V O 5) MOIOE SEI5MII BRAIMG POR W. AT LOGATION5 EQUAL TO OR ADOOR WITNA]O MINUTEflRE PROTELTION RATNG, AND 8E BE- (d� IN/ HOOKUP BAR+42" K TILE FLOOR THE TOP, BOTTOM I/a OF ITB VERTICAL OIMENSION. STRAP LLO51NG, 9ELFLATLHIN6. ) W N CLOSET `� ® Y {Ii $HALL BE AMN OF 9-ABOVEGONTROLS I 4)WLTSINTHE GARAGE THAT PENETRATE TX ESEPARATIONMUSTBEA WASHER %I �: 1 ry MIRROR ® ) 6)LOMBINE AMIN,ION RESSURE, TEMPERATURE RELIEF VALVE TO MIWMUMOF 266.8 STEEL WITH NO OPENING5IN THE GARAGE SPACE _ J.2 1.PJ GPMU L }T F OUTSIDE W/UNTHREADED PIPE EALING DOWN WARD BETWEEn b' 5) SUPPORTING ELEMENT50F SEPARATION ARE NO LONGER REQUIRED TO BE ° g%, ro a4'Psove SRouno. vRorecreE, 60 P51 'P 6090 2SHEWE5 V O Z SINK 4 SDB I r E DRYER EXHAUST: LAUNDRY V15POSAL \, BI -PASS DOORS � 62 POLES 1 $ %(/D< I PROVIDE 4 MIN. GAS 6 D CLOSET r U.1 I MOISTURE TILE FLOOR s _ _ O M 8 47 THREE GAR GARAGE I EXHAUST DUCT MICRO WAVE RANGE I O ryW WITH BACK -DRAFT W OVER OVEN w/ III Q��A O O •O ' CONCRETE SLAB FLOOR DAMPER.. THE HOOD .( Q 1 1 1 I SHEETROGK WALLS d DLG. I I MAXIMUM LENGTH GRANITE LAUNDRY L _y 60$0 < TOP b SPLASH SINK II STUDY PROVIDE INDIVIDUAL CONTROL I FOR THE DRYER KITCHEN 4 BI-PA55 DOORS THERMOSTATIC MIXING VALVES. M ® < � ry - J k CARPET FLOOR EXHAUST DUCT 15 k 480 X 30$0 1 4 OF `v. M DOOR 1 a FEET w/ 2 TILE FLOOR O ry W OPENER ELBOWS. ° a 1.8 GPM yq0 i SAFETY GLA55 SEE ENVIRONMENTAL 1 PRESSURE BALANCE OR h W NOTES 7-9 812. � 9'-0 2'-4" 3'-2" 4-2" 1 -a" 8'-a" COMBINATION VALVE TYPE. GPG � � V! UPPER UPPER or 406.3 GRANITE -'6: ®60 P51 L I OI OI I O - - - - Z TOP 6 SPLASH DBL SINK b 1 BEDROOM #3 .Q^kill CARP _ GARAGE I S U 20305H •I' DISPOSAL I M/t) UPPER �I 4 6 HDU4 �J��Q' SEE EENVERONMO TO wITHAMIN. 6"X 6" 4 Q In O VI V, N I I I lD a a I 6,'X611 �I L- O' L.6.0 4' N Q 11.1 DOOR I B S e .? O O O POST Q' 0 y OPENER - 7 Ike (Q UPPER - SST$ PROVIDE 1 BEDR M W In _ E O - - - - - 24 CARPET FLOOR In ((1 GARAGE POOH. I 40 4y 4• L -T,5 HB NET CLEAR OPENING OF 5.7 SOFT. EXGEETJOI:I: t) HOLD GARAGE FLOOR BACK 50 THAT DOOR G�� I GRADE FLOOR OPENING CAN HAVE A MIN. NET POST SEE ENVIRONMENTAL y ' 4J,y0 LANDS ONA FLOORON BACK5 THAT �p O�E� 26495H 26495H 26495H 6 tr HB 26495H 26495H 2649SH CLEAR OPENING OF 5.0 SOFT. NOTES -i -9E12. " Jk A GILL HEIGHT: MAX 44' ABOVE FLOOR %°UA 2) FIN15HED GARAGE DOOR OPENING TO BE I• 1 �A S �Z _ EI"EGGS SERV)G ' J�. SHORTER IN HEI6HT 42•NARROWER THAN WIDTH I I + r' (�\� ��d -I�L-4.0' '1d O aq 0� MILLOPENNG NIIDL•20' 200 AMP SERVICE 149 �6 I I OF GARAGE DOOR SIZE G L-4.0' G 14 N d1 A PO GH I 111 °j°j PROVIDE 1 BEDROOM WINDOW WITH A MIN. 36"CLEAR OF 9) FROMHE50LIDO A CKIN& AT MINIMUM 14"TER ABOVE TOR I I `S) I NN �N N I N GONG ETES AB LR. ; 3OSO5H 3O5OSH GRADEGFLH OR OPENINET CLEAR OPENING NG 6CAN HAVE AA MNP NET OONOR OR Y41NDON F IN.-'7ATIMAX S I 1 FROM HEADER TO AMINIMUM OF I4"ABOVE TOP -I N N Q Y L-3.0' 4 0VE FLO I HIS .} O O I O STUD O VIAL 5 d LS. OF DOOR. I - ° I 6 TEA OPINING OF 5.0 SQFT PL -t5' 4 I I _ - _ _ _ _ _ _ _ SIF, I .1 O b" t` L•4.0• SS y0 MIN. OP�� NG r1MIN. OPENING E12TH: 20' I I - _ - _ - - p a"xa" w/ cBsa I WXa1,LIZ I m �o�mro �a p 160$0 v p 1 _ VI/GBSQ �) o D _ _ POST o y.'LSST'CG� p ° p ° qJm� SSS a 30505H 30505H @GaL-3.0' @/6 D. i0 v ° D p •r s a"xa" W/ GBSQ 0 S ry 0 L-4.0' ST� p v h� D �0 rY tS = J N S d SD 1 _ I J h L-4.0' a d Q m G ry p v o NOTE: D YER LA_NP_INGS; ZOAm tp ?9) B N TYP. 4 = !L VENT TOT RMINATE- THE LANDING AT AN EXTERIOR h� O Uj p -1 100$0p - P ° DOORWAY SHALL NOT BE MORE THAN w Jry 6. SS S� D v- WINDOW O ENING. ° 1.-15 INCHES BELOW THE TOP OF THE = Q Q�` G PROVIDE KEYLE55 - ¢ - ° p CONCRETE THRESHOLD, PROVIDED THE DOOR, QT to L-3.0' B !�. D ENTRY TOUCH PAD p° WALK 4 O I- w NOSE... DOES: (U I p D CONCRETE ° p ° ° D OTHER THAN AN EXTERIOR STORM OR SDI P _ _ V7 / [ - w ° SCREEN DOOR, DOES NOT SWING fj i v / I 16-11. INSTALL NON- 0) v 6 v p OVER THE LANDING. Q31 REMOVABLE D v ppO '. - DRIVEWAY yl BACKFLOW - - ° p v° ,y o - D ERM.T ,tEtvI SER\ICS PREVENTION D. V 'p TRP• BUTTE CL�UN r�^17EVt flt-p I DEVICES. GPG 603 D p p v. °° p ° - ° ° 7 DETAIL �� w ��"'D F0 p SHEARWALL r=- �"q V - D ° D p ° ° v °. v v - p UD p D - 2,_O• ° D p ,_O. 3 ��....IF-t JIL `'�A 7 7 ° p 7 ° p D 11•_gl p. 3'.q" 3'_q° gt�' v - b'-6� g'_b^ 3._6H. T,_3. 6,_9" -p_6" T_O° 1_3. 7_3° �` BY 183 SgFt TOTAL S' d' D v v. p. ° D. 17,_0.. ° ° D , 0,.. 14'-0° 1 4'-b" 1 4'-6" D p �'-6' GAt�ZAGE: D p ° - 16'0 m p p p D o v v °� bBIT v - 1 12'1 p 9'Ib SgFt p ° ° � D p p p. D: p. p v D. v. p D v ;D Dew - 7 C/i�CJ�A it COVERED p p D p I ^ ° ° p p C!LA-K-101 Y WITH THE FOLLOWING: ° pFI FLOOR PLAN STRUCTURAL NOTES: NOTE: P?�TIO: TH15 COMP -- o SEE PAGE a FOR GENERAL NOTES AND �JL!! • 201 3 CALIFORNIA BUILDING GORE (GBG),' SCALE: 1 /4" = 1'-O" °. - o v 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL - r _ _, f.P� 226 5 Ft FRONT , GAL GREEN NOTE5. . ,-,,.., C7`�-�J--56-7 SgFt REAR ° SHEETS 5D 1-SD4 FOR ADDITIONAL INFORMATION. HEIGHT,:; \ `` ` `\ ` �" '�' ' % ° p • 201 3 CALIFORNIA RESIDENTIAL GORE (DRG), P�-80R PLA"OTE_5:. D' - 5 KRE 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: �1 F� _/ BUTTE 593 SgFt TOTAL • 2015 CALIFORNIA MECHANICAL CODE (CMG), 1.) AUTOMATIC RESIDENTIAL FIgE SPRINKLER ,S`/d"N'V COUNTS 2015 CALIFORNIA PLUMBING CODE (CFC), IS ,tea �nFzNFPA-.__T1. D p F r a v • 201 3 CALIFORNIA ELECTRICAL CODE (CEG), EXTERIOR WALL: 2X6 OF STUD AT 1 6' O.G. ^� D�S7G�•1 SY OTHERS, SEP_p.BATE-P_ERMILRERUIRED S [ ` PLATE D • 2015 CALIFORNIA FIRE CODE (CFO), 2.) SUBMIT FINAL CONSTRUCTION WASTE INTERIOR WALLS: 2X4 OF STUD AT 16' O.G. BAR A ZO1r", DATE: j ° D ,7, HEIGHT HEIGHT • 201 3 CALIFORNIA ENERGY GODS MANAGEMENT REPORT TO THE BUILDING ;� ', . ""�� ; ; �/ �,�. '/:/; ', ; ' • o p • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE DEPARTMENT PRIOR TO FINAL INSPECTION. 3,) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL I a °''' "'` j ` I DEVFLOPMENT 3/25/20 16 I ., `,, � � ,,,,, , iii%. , . 3J PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. ELEVATION AND TYPICAL WALL OPENING SCHEDULE. _, � o SCALE: / ,,, 1O PLATE �,`*; \\��, <��D •.;. /,,/„ ;,,, ; ,. - ° v �. (COMMONLY GALLED'GALGREEN') 4.) TYPICAL WALL FRAMING, UNLESS NOTED �9 � ,'-' ; �• ,;�� 'i;�, ;\\�, �.,`. ` , , ;. /- NCY GROUP: OTHERWI5E: 4.) ANY DISCREPANCIES ALL E I FRAMING SHOWN AND -L ,,. F.. VICES SHOWN ,, /, , - %, - ! HEIGHT. \,�� \\'�.,.,,� . , . ° OCGUPAt FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT •' ',; A�`r (NL1L / EXTERIOR WALLS 2'x6" OF STUDS 16" c/c ' •; i / '-"'•/ i'� " D .� p ; p �. ; / , - • OCCUPANCY IS R3/U INTERIOR WALL5: 2'x4" OF STUDS 16"c/c TO THE ENGINEER OF RECORD. CONSTRUCTION TYPE: 5.) ALL EXPOSED FRAMING SHALL 8E PRESSURE -; , 'i - .'a :: - ° v TREATED WITH TREATMENT PROCESS AND /, - , , • UCTION TYPE IS VB - - q PLATE D GONSTR ' � � / - -i,•, : :.., D . ; ,,. -' p .. ° � APPLICATION APPROPRIATE FOR EXPOSURE- - HE p -,, :: ,": p' D D ACCORDING TO MFRS WRITTEN GUIDEL NES. J : ° 1 O PLATE ' • ' ' " ' %,' %.; , . 3 ° R AL EMBERS SHALL BE FASTENED IN LATER 6.) ALL M HEIGHT q P p I G SCHEDULE SHEET i, • '�-'' ',.; :i%; ;!' • , o'i v.' ,.. _ f• • , -: - v ° D Complete construction Post Debris Recovery COMPLIANCE WITH 201 3 GBG FASTENINS 11 ,1 .:,.. - , .,,,. - � w. ,,,, ,., .HEIGHT.. ° p v p TABLE 2304.9.1, UNLESS NOTED OTHERWISE ,,,. ,. .. p ..r. : • rTgH `I~" :li. ` I C, , , ,�, �/ , , /, .. p o , ,,; , ,D,, v ° 1.. final report and V.O.C. documentation and �, 1 „ ;I ,'i, ;y /:., , ') ✓ ;'; . p , , !; ° 1 O PLATE HEIGHT ,; D p - - r: ,I, , ,- , . / , _y, , ° v /, - o D -- submit to Building Division prior to final - 1 ;. �y , /1,, v. °° D D° pD HuilHin°inennnH'nw _ D p p p p D _D Energy Requirements see _ \ p ° D ° ° P v attached energy certificate of compliance -p. _ _ , 1 yr for specific energy requirements for this J� (D x - ®COPYRIGHT 201 6 „ building <3 SCALE: 1 / 1 6' - 1'-0' LYNN SMITH - DRAFTING MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY GALLS SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER C:AU5er5VLynnVDocumentsVChief X7 Plans\Ned MDYYi9 - 391 O San Juan Court\MOPEIS Plan.lsyout 1 91 SYCAMORE VALLEY ROAD, MORRIS HOMES, INC. - NED MORRIS �� 4� 22199 5AM50N AVENUE, CORNING, CALIFORNIA 96021 393 RIO LINDO AVENUE .200, GHIGO, GA 95926 OWNER: MORRIS HOMES, INC -NED MORRIS GHIGO. GA 95979 - (530) 624-3763 DELL ��PHONE: (530) 321-7242 DELL rry F (530) 592-4401 WORK (530) 624-3765 CELL (530) 991-0555 WORK 11 EMAIL ADDRESS; ELSkis®AOLcom EMAIL ADDRE55: Rytand•5ummitChico.com EMAIL ADDRESS: Ned5kls®AOLGom U TT E. (530) 514-0595 CELL �� EMAILADDRE55: MaX0C4dMama.aom s EMAILADDRE55: _Urn5mlth32eATTnet IT I i 11 I II I MORRIS HOMES, INC. - NED MORRIS (530) 624-3163 CELL EMAILADDRESS: NedSkl5@AOL.com �4221 -[SAMSON AVENUE-COVINS,CIVCNIA -76021 22189 SAMSON AVENUE, CERNING, CALIFORNIA 96021 + PHONE: (530) 321-1242 CELL EMAILADDRE55: McXaDGadMame.Gom �;..� 989 RIO LINDA AVENUE+200, GHIGO, GA 95926 592-4401 WORK(550) A R �*>,� EMAI L DD E55: RylanA®5ummiCGhico.com G:\U"r5\1-nn\Documents\chef Xl e OWNER: MORRIS HOMES, INOI- NED MIORRISd Morris - 3910 San Juan Court\Morris Plan.layout (550) 624-3165 CELL EMAILADDRE55: Ned5ki5@AOL.com 1 F III r I I I � II II I VIIIA I I I VALLEY ROAD, CHICO, CA 95913 Oso. (r 50) 891-0585 WORK (550) 514-0585 CELL bnnOmmsOnA+. Vie. EMAILADDRESS: Lynn5m1th32®ATTnet I I ISI IIIA � � I 'I ARCH D (24" X 36" WHILE EVERY ATTEMPT HAS $"X$" BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT 6UARANTEE — — AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS , $"X$" X$ I SBEFORE AND BEGMS. � APTIN6 BY: �H 891-0585 1 VALLEY ROAD WYCAMOARL I I I GEICO, GALIP00.NIA 95 9 •I3 —LLLLL LYNNSMITH52OATT.1,1ET @N@ROY OALOB BY: 4"X6" `, *GOLDEN P05T SUN = �DESION6 — — — — MAX — — — — Q TA RAMIR@Z a<z NN= II r = itu "I I Jaz Ju _ _ ------- On O •� m 6,:x6, I r�UI L 310,e- 0_ry� -I If -05T I FOec K. �t ✓�� I II 43 j 7568801 r. I I �oU-� x I II II I m JJ—til * �T CI v I \- e� I I Fo;-cpu�o IPOST I 3/25/2016 r THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED _ Q _ __ I STRUCTURAL GALCULATIONS. THE ENGINEERS STAMP ON N L THIS PLAN IS VALID ONLY WITH N ;.. A LETTER SIGNED THIS \ -- — — — — — — — — — ENGINEER FOR EACH — — — — UNIQUE BUILD. POST tr Sol I I I I I I I I ( o 6"X6" POST I I 4"xb" I lT ---� — — — - -�- — — — — 6A,X6" POST 4 U) 1 "x4" AT TOP OF CEILING JOI5T AT POSTlu 3'-0" c/c W/ (2)8d EACH J015T AND / I I I ■ ` V d O TO FRAMING/BLOCKING EACH END. — — — — — — r U — -- -- �— -- — .Z O I I-- (� r- \� — _ — - — — ��16tI/G -- — 0� �' t v� 5000 gU 1 6 TVP. �Q w I l7 � U0 II 0 � J II II tu 6x6 V Q/ -------- P05T < I I I I I 6X6 ® d Q - I I I— P05T I— — —I-- -- I — -- zLU� I�74 � to _ _ -- -- — -- _ _ _ $AAX$,A N ° < 6x6 I 8"Xs" I P05r — — dT # BUTTE COUNTY DEVELOPMENT SERVICES REVEVVED FOR - - - COD's ��,�el DAZE_By ROOF VENTILATION: GO POSITION ROOFINCz SEE ROOF PLAN d ROOF OVER 15# FELT OVER 1/2" VENTILATION GAL65. GDX PLYWOOD OR OSB WITH 8,15 AT 6", >� 5.) ROOF FRAMING NOTE: 6- TYPICAL HIP/VALLEY 2X8 DF#2 U.N.O. WITH PITCH 6 / 12 Q (h 1 O'-6" MAX SPAN BETWEEN SUPPORTS. SEE -1 QI PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, DETAILS 7/SD4 AND 8/5D4 FOR TYPICAL IL z SCALE: 1/4" - 1'-0" AND RIDGES AT ALL BEARING r4ALL5. HIP BRACES. - - %b O PURLLN z H ROOF PLAN STRUCTURAL NOTES: GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT H- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 8'-0" 2X( W W 1.) SEE TYPICAL NOTE SHEET. SN AND TYPICAL DETAIL TO THE CONVENTIONAL FRAMING REQUIREMENTS OF MAX SPAN BETWEEN SUPPORT5.5EE DETAILS U to SHEETS 501-5D4 FOR ADDITIONAL INFORMATION. THE CALIFORNIA BUILDING CODE (GBG 2308.10). 9/SD4 FOR TYPICAL RIDGE BRACES. 2.) TYPICAL ROOF 5HEATHING (UNO): 1/2" THICK, APA, PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND ATTIC-15ATT-UNSULAT_ION. FASCIA_4 6UT_TF—R.:. LIVABLE: TECO, OR PITT58UR6H RATED SHEATHING, SPAN CONNECTIONS SHALL BE PROVIDED BY THE 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, R_OOF_E39A IN(5 AS PER ENERGY GALG5 CONNECT TO 2°x3" RATING 32/ 1 6, EXPOSURE 1 STRUCTURAL PANELS, CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING BEAM TO BEAM, BEAM TO POST, AND POST TO P05T 2"X6" 0 48" c/CDOWN5POUT5 APPLIED WITH LONG DIMENSION ACROSS SUPPORTS ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. CONN'S WITH (2) ST22 STRAPS MIN. AND A55 CLIPS, 3 185 SgFt TOTAL AND ADJACENT PANELS STAGGERED WITH 4' END5 U.N.O. PER PLAN AND DETAILS. 5EE 4/SD3 FOR .L 1 2' PLATE HEIGHT OFFSET 4'. EDGE NAIL WITH Sd COMMON OR THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: ADDITIONAL INFO. 5/8" GYP. BD. EQUIVALENT (0.1 3 1" DIA X 2 1/2") AT 6" O.G. AT ALL 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND GARAGE: PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING A- RAFTER MAXIMUM SPANS: FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 1 O' PLATE HEIGHT A 978 SgFt AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. 1, 2X6 DF -L#2 AT 24" O.G.: 9'-6" TO THE ENGINEER OF RECORD. 18° RQOF OVERHANG PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY 2. 2X6 DF -L#2 AT 16" O.G.: 12'-0" 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TYPICAL, U.N.O. PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS 3. 2X6 DF -L#2 AT 12" O.G.: 15'-0" TREATED WITH TREATMENT PROCESS AND APPLICATION COVERED PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT 4. 2X8 DF -L#2 AT 24" O.G.: 13'-0" APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S PATIO: ABUTTING PANEL EDGES. 5. 2X8 DF -L#2 AT 16" O.G.: 1 5-6" WRITTEN GUIDELINES. -. INSULATION. VALUES: 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L (0. 2X 10 DF -L#2 AT 24" O.G.: 1 6-9" 9.) PROVIDE METAL HANGERS PER 1215D 1 AS REQUIRED, R-21 INSULATION FOR WALLS 226 5gFt FRONT #2 UNO. UNLESS NOTED OTHERWISE, R-38 INSULATION FOR ROOF ATTIC -3-6:1 5qFt REAR 4.) PROVIDE 4X6 POST MIN. AT ALL BEAM AND ROOF BRACE B- MINIMUM BRACE SIZE - 2X6 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 593 SgFt TOTAL BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, 1 /2" GYP. BD. G- MAXIMUM BRACE SPACING - 4'-0" O.G. TABLE 2304.9.1, UNLESS NOTED OTHERWISE. DATE: D- PURLIN SIZE SHALL MATCH THE SUPPORTED HOR.IZONTAL_51PING- 3/25/2016 RAFTER SIZE U.N.O. A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM STUCCO EXTERIOR: SCALE: E- CEILING JOIST MAXIMUM SPANS AT 24' O.G.: D-226 FOR TYPE 1 FELT OR OTHER 2 COAT FINISH SHOWN 1. 2X4 DF -L#2: 8'-6" APPROVED MATERIALS BEHIND ALL , 2" X 6" STUDS B 1 6" C/C 2. 2X6 DF -L#2: 1 1'-�I' TYPES OF EXTERIOR REQUIRED' W ALL FINI5HE515 4" CONCRETE SLAB 3. 2X8 DF -L#2: 1 6'-3' (SOLID ELK MIDSPAN) 4. 2X 10 DF -L#2: 21 -O" (SOLID BLK MIDSPAN)" - " • - • ` • • FINISHED GRADE '.f F- CEILING JOIST MAXIMUM SPANS AT 16" O.G.: °„ 6RAVEL FILL :°'.. FOUNDATION DETAILS: U O ll OU W A L 2X4 DF -L#2: W -O' FOUNDATION DETAILS_ _'' SEE STRUCTURAL PAGES FOR DETAILS SH SHEET 2. 2X6 DF -L#2: 14'-0" 3. 2X8 DF -L#2: 18'-9"(SOLID BLK MIDSPAN) SEE STRUCTURAL PAGES FOR DETAILS r•1 4. 2X 10 DF -1-#2:24'-O" (SOLID ELK MIDSPAN) SCALE: 1/4" V-0" L 6 0 COPYRIGHT 201 6 MORRIS HOMES, INC. - NED MORRIS (530) 624-3163 CELL EMAILADDRESS: NedSkl5@AOL.com �4221 -[SAMSON AVENUE-COVINS,CIVCNIA -76021 22189 SAMSON AVENUE, CERNING, CALIFORNIA 96021 + PHONE: (530) 321-1242 CELL EMAILADDRE55: McXaDGadMame.Gom �;..� 989 RIO LINDA AVENUE+200, GHIGO, GA 95926 592-4401 WORK(550) A R �*>,� EMAI L DD E55: RylanA®5ummiCGhico.com G:\U"r5\1-nn\Documents\chef Xl e OWNER: MORRIS HOMES, INOI- NED MIORRISd Morris - 3910 San Juan Court\Morris Plan.layout (550) 624-3165 CELL EMAILADDRE55: Ned5ki5@AOL.com 1 F III r I I I � II II I VIIIA I I I VALLEY ROAD, CHICO, CA 95913 Oso. (r 50) 891-0585 WORK (550) 514-0585 CELL bnnOmmsOnA+. Vie. EMAILADDRESS: Lynn5m1th32®ATTnet I I ISI IIIA � � I 'I MSTA-30 STRAP BM TO TOP PLATE PER 4/5D4 III LIIIII!I 1 ARCH D 24" X 36" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 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 $"X$" W/EGGLQ BEGINS. TVP.amr+s BY: 4154 SOFT OF ATTIC 1,• 1c.JTA3_Q_STRAP 3 t5¢ DlvlaED BY 750 BM 4 TOP PLATE SD4 _ _ _ 4eCONNECT TOOS1T 31.69 SOFT OF REQUIRED NET FREE VENTILATION AREA (NEVA) - --- PER 4/5D4 YARD DRAIN 8"x 12" DF# 1, TYP RRECTANGLF_GABLE ENV VENT$ WI.A 0.16 SOFT -(1) 14x 15 GABLE END VENT(11050 IN EACH) 0164 SOFT)LI.Y Roxo BY BUILDERS EDGE OR EQ ,4 8"X8' W/GGQ. $°XS" W/ EGGLQ CHco,CwroxwA 95913 BODGE YFNT(110 DOWNSPOUT 6: 12 LYNNEMITH320ATT.NET 15.15 SOFT -(1 10)LIN FT OR -4 RIDGE VENT (18.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT CONNECT TO BY LOMANCO OMNI SERIES OR EQ. _ PRGH ROOF.TOPVENTS YARD DRAIN DOWNSPOUT I �i"1`^ ENERGY (:ALCS BY: 1.56 SOFT - (3)2 x32 OHAGIN LOW PROFILE COMP EYEBROW 12.0 SQ IN EACH) - 0.52 54FT 8"X 1:2" DF# 1, TYP 8"x 12" DF# 1, TYP. CONNECT TO - "Q ` ' GOLDEN SUN BY O HAGIN MFG, LLC OR EQ. YARD DRAIN TYP. 9 NO ' 16.01 SOFT OF UPPER NPVA q - SD3 ry+' _041 MAX � `' MAX RECTANGULAR€AVEY€NIS TYP, I '/, RAMIREZ _15-16 SOFT -(32)51/2'k221/2'EAVE VENTS (1150 IN EACH) -0.493SOFT Al By CONSTRUCTION METALS OR EQUAL N 15.18 SOFT OF LOWER NFVA HU HANGER HU HANGER 31.85 TOTAL SOFT OF VENTS(NFVA) (V 6:12 ry,�N POST 6"x 1 O" DF# 1 PITCH 18, Q TVP. TYP "m +rN 3 1 /2"x 1 1 "VS" LVL 4"x 12" DF#2 X SDI SD3 +/0 � 6:12 iYNp � I OcSS6:x12"DF#i✓A,; �C m a PITCH m a ( w QC�O K: p,� q HIP/VALLEY BRACE 00 .011 v 6"x6" PER "1,8/SD4, TYP. _ I+/p, ( x " No. 756881�' POST � 3 1/2" x 1 1 T/8" LVL . J s/ '.. d n la ry > > 7 Sjq ClV14 tJ�r > 1105T ' -r.o' I T�OFCA1SE�e, HUHANGER HU HANGER I -i I m r b"x 10" DF#2 _ _ ;p I r I I 3/2512016 00 THESE PLANS HAVE BEEN X 5 1/4" X 1 1 -1/$" LVL I x _e REVIEWED ONLY FOR x COMPLIANCE WITH ATTACHED pS.S N STRUCTURAL CALCULATIONS THE ENGINEER5 STAMP ON In T/2" x 1 1 THIS PLAN 15 VALID ONLY WITH 3 7/8" WL�� 1n I T ry m .� - A LETTER SIGNED BY THIS 111 ENGINEER FOR EACH 4"X6" -��- I UNIQUE BUILD. R POST 6"x 12" DF#2 I 2.8' `HU HANGER �- 6"x 1 2" DF#2 HU HANGER DORMER -YE e I 3 1 /2" x 1 1 'V8" LVL J�ORMo>Ew� OF E HU HANGER HU HANGER 6"X12"DF#2 - - T - -- JIB'/ 31/2'x 11 7/5" LVL HU HANGER 1 TYP. L 4"x 1 2" DF#2 I HU HANGER 20.3' b 5D 4"xb" 6"x 1 2" DF#2 6"X 12" DF#2 9 24.5' P05T L t SD4 O O 71 w I I n TYP. I In (1- I 6`12 3 1/2"x 11 '7 WLVL �y 0 O r PO5T I I PrtcH LW 4'x6,: b"x12'.DF#2 Q JV - r ma 6: ,2 1_ POST- PIrcH I -- ILL -IF POST � 4'x12' DF#2 _ ..i(� d) 'til `x O PITCH _ lu O rvx 13.0' 6"X12"DF#2 DF#24.0' b"x 12" V LU DORMER YFNT: 4 iM 2"x32" LOW PROFILE I "X 1 2" DF#2 I 1 ®") u W U zi 6'x 12" DF#2 n a 7�t 1 3.0' Prrcx �kN m a m a SIM. SD4 O '. zi 2 Q TYP. : , Z tA TYP. ) HU HANGER I I ry+NU 6"x 1 2" DF#2 Prt H PITCH WE O U OVERFRAME DORMER 4"X 1 2" DF#2 Q V (� I ROOF PER 2/SD4 ieN \// 4"X 1 2" DF#2 an d qILI (ANGLE HATCHED AREA) Q� ry x 6: 12 SEE FRONT EXTERIOR ELEVATION p CL U PITCH rJ "I. -/ - - - - - M q.0' naNQ X6ISD` HU HANGER.1 Z 6'k 12" DF#2 >> T TYP TYP. /z - - Q POST 6'x 10" DF#2 � tO(� O N ((� 6:12 I PffGH I v v I I ry 6„x6„ O 111 o I I z I - N I , $" POST u- g to �I1 N M5TA24STRAP � Spg � «i I I I N I I m In I I BM TO TOP PLATE DOWNSPOUT 11.0' PER 4/5D4 ry i ( I TYP. EAVE n n== I CONNECT TO ' t •. F 'e d I 0 d IU 8.2 S' n V YARD RAIN DOWNSPOUT DE F 1 $" YARD DRAIN 8"X8" W/ EGGLQ 8'x8" W/ EGGLQ V Q I POST q 5 1 /4' x 1 1 !/8' LVL I DOWNSPOUT V Q _ 8"x 1 2" DF 1, TYP. I 8"x8" W/ EGGLQ YARD DRAIN 0 O DOWNSPOUT All2.5' .CONNECT TO F YARD DRAIN iIZ iq 6"x 1 2" DF#2 J W HUG HANGER t 3 PERMIT <zz SD _ _ :.:. 91JTTECCOUNTTYP.j'Y'yDE�VEL^SMIN:'Sf:^ )ICES (_>, rvx GABLE REVI1 6�LL VED FOP. 0P< END CODE TFITGF%��E 4 I EGE.ND_ 6/12 DATE ___W r,v...- / ROOF PLY 9.5 R.1DG��l _NGLH SCALE: 1/4" = V -O" 3 183 I-LVABLE: 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. ROOF PLAN STRUCTURAL NOTES: 5.) ROOF FRAMING NOTE: E- CEILING JOIST MAXIMUM SPANS AT 24" O.G.: 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1 1 /8" X 1 1 /8" ANGLE BRACE 2) ROOF PITCH SHALL BE b 1 2TYPICAL 1 J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL L 2X4 DFL#28'6" FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT W/ (2) 1 /4" X 2"LONG 2"xb"�48' : , -: - 3) ROOF OVERHANG SHALL BE 1 8" AT OVERHANG 4 1 6" SHEETS ED 1-SD4 FOR ADDITIONAL INFORMATION. PROVIDE 5UPPORT FOR ALL RAFTERS, HIPS, VALLEYS, 2. 2X6 DF -L#2: 1 1'-q" - TO THE ENGINEER OF RECORD. 3HR DIA. D LAG BOLTS INTO TOP 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APR, AND RIDGES AT ALL BEARING WALLS. 3. 2X8 DF -L#2: 16-3" (SOLID ELK MIDSPAN) 8.) ALL EXPOSED FRAMING "SHALL BE PRE55URE GARAGE: RAFTERS THREADED ROOFING MEMBER - __ P_URLIN AT GABLE ENDS, UNLESS OTHERWISE NOTED. AT 24" c/c ROD TYPICAL. 2'x6" TECO, OR PITTSBURGH RATED SHEATHING, SPAN 4. 2X 10 DF -L#2: 2 1'-O" (SOLID BLK MIDSPAN) TREATED WITH TREATMENT PROCESS AND APPLICATION 9-18 SgFt' RATING 32/ 1 6, EXPOSURE 1 STRUCTURAL PANELS, GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT 45 deg APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ® 4"x BRAGS APPLIED WITH LONG DIMENSION ACROSS SUPPORTS TO THE CONVENTIONAL FRAMING REQUIREMENTS OF F- CEILING JOIST MAXIMUM SPANS AT 16" O G .. WRITTEN GUIDELINES. AND ADJACENT PANELS STAGGERED WITH 4' ENDS THE CALIFORNIA BUILDING CODE (GBG 2308.1 O). 1. 2X4 DF -L#2: W -O" 9J PROVIDE METAL HANGERS PER 12/5D 1 AS REQUIRED, COVERED 5E15MIC D VERT,BRAOE OFFSET 4'. EDGE NAIL WITH Sd COMMON OR PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND 2. 2X6 DF -L#2: 1 4'-O" UNLE55 NOTED OTHERWISE NOTE: PATIO: RESTRAINTS (4) EQUIVALENT (0.1 3 1" DIA X 2 1 /2') AT b" O.G. AT ALL CONNECTIONS SHALL 8E PROVIDED BY THE 3. 2X8 DF -L#2: 1 8'-q" (SOLID BLK MIDSPAN) 1 O.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN ALL LVL BEAMS SHALL BE 2 OE 3 100 Fb OR BETTER CONTRA T 226 5 Ft FRONT FOR DIRECTIONS. 1,, AIR NIT/ 4. 2X 10 DF -L#2: 24-0 (SOLID ELK MIDSPAN) .. WRITTEN GUIDELINES. AND ADJACENT PANELS STAGGERED WITH 4' ENDS THE CALIFORNIA BUILDING CODE (GBG 2308.1 O). 1. 2X4 DF -L#2: W -O" 9J PROVIDE METAL HANGERS PER 12/5D 1 AS REQUIRED, COVERED 5E15MIC D VERT,BRAOE OFFSET 4'. EDGE NAIL WITH Sd COMMON OR PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND 2. 2X6 DF -L#2: 1 4'-O" UNLE55 NOTED OTHERWISE NOTE: PATIO: RESTRAINTS (4) EQUIVALENT (0.1 3 1" DIA X 2 1 /2') AT b" O.G. AT ALL CONNECTIONS SHALL 8E PROVIDED BY THE 3. 2X8 DF -L#2: 1 8'-q" (SOLID BLK MIDSPAN) 1 O.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN ALL LVL BEAMS SHALL BE 2 OE 3 100 Fb OR BETTER CONTRA T 226 5 Ft FRONT DIRECTIONS. PANEL EDGE5, BOUNDARIES, GABLE ENDS, BLOCKING G OR WHIGH ARE CAPABLE OF TRANSMITTING 4. 2X 10 DF -L#2: 24-0 (SOLID ELK MIDSPAN) COMPLIANCE WITH 2015 GBG FA5TENIN6 SCHEDULE, 362 SgFt REAR R AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. TABLE 2304.9.1, UNLESS NOTED OTHERWISE. _ \ 1 1/5"X 1 1/6" NOTE: PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY G- TYPICAL HIP/VALLEY 2X8 DF#2 U.N.O. WITH 593 5gFt TOTAL ANGLE W/ NUTS CONTACT STRUCTURAL DESIGN IF ALTERNATE P05T PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 10'-6" MAX 51 -AN BETWEEN SUPPORTS. SEE 8 WASHERS. GAP HARDWARE 15 PREFERRED. PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT DETAILS -1/5D4 AND 8/SD4 FOR TYPICAL DATE: 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. ABUTTING PANEL EDGES. A- RAFTER MAXIMUM SPANS: HIP BRACES. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L 1. 2X6 DF -L#2 AT 24" O.G.: FIREBOX SIDE. #2 UNO. 2. 2X6 DF -L#2 AT 1 6" O.G.: 12'-0" H- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 8'-0" 3/25/2016 SCALE: 3. PROVIDE PERMANENT ELECTRICAL OUTLET,A LIGHT 5WITCHED 4.) PROVIDE 4X6 P05T MIN. AT ALL BEAM AND ROOF BRACE 3. 2X6 DF -L#2 AT 12" O.G.: 15'-0" MAX SPAN BETWEEN SUPPORTS. 5EE DETAILS AT THE ATTIC AR THE FURNACE AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 4. 2X8 DF -L#2 AT 24" O.G.: 15'-0" q/5D4 FOR TYPICAL RIDGE BRACES. SHOWN 5. 2X8 DF -L#2 AT 16" O.G.: 15'-6" 6. 2X 10 DF -L#2 AT 24" O.G.: 1 b' -q" 6.) PROVIDE P05. ATTACHMENT OF ALL P05T TO BEAM, A / H Y O CONNECTION DETAIL, HVAC BEAM TO BEAM, BEAM TO POST. AND F05T TO POST O B- MINIMUM BRACE SIZE - 2X6 GONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, SCALE: 1/2" - 1 -o U.N.O. PER PLAN AND DETAIL5. 5EE 4/5D3 FOR G- MAXIMUM BRACE SPACING = 4'-0' O.G. ADDITIONAL INFO. SHEET- DPURLIN SIZE SHALL MATCH THE SUPPORTED ' L1 RAFTER SIZE U.N.O. ® COPYRIGHT 201 6 '. MORRIS HOMES, INC. -NED MORRIS 22189 5AM50N AVENUE, CORNING, CALIFORNIA. 9602 7 ,� 383 RIO LIN � J�' MAX RAMIRE2 -GOLDEN SUN DESIGN - ENERGY GALES SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\chief Xl Plans\Ned Morris - 39 70 5an Juan Gourt\Morrls Plan.la out •'""� °"' AVENUE "200, CHICO, GA 95926 y A� (530) 624-3163 CELL 14�PHONE: (530) 321-1242 DELL (530) 592-4401 WORK OWNER: MORRIS HOMES, INC -NED MORRIS yp J T EMAIL ADDRESS: Ned5kis®AOL.com A (530) 624-3163 I/III LYNN SMITH - DRAFTING 7 99 SYCAMORE VALLEY ROAD, EMAILADDRE55: Max®CadMamazom EMAIL ADDRESS: RylandeSummitOhlc000m DELL EMAIL ADDRESS: Ned5k15®AOLcom GHIGO, GA 95919 (530)891-0585 WORK .e°°o (530)514-0555 CELL �ms.s¢orrxer EMAILADDRE55: Lynn5mlth32mATT.net I II I _. 11 MORR e HOMES, INC. - NFL) MORRIS (5�0) 1:24-5-765 CELL FMAILADPRIESS: Ned5kIsaAOL.6om F 1 22 1 aq SAMSON AVENUE, CORNING, CALIFORNIA q6021 EMAIL APPRESS: Max@CadMama.com PHONE: (5SO) 521-1242 CELL. CHICO, CA q 5 q2 6 (550) 5q2-4401 NORK Wall FMAILADURr55: RylardeSumm[LCW�o.�om 6:\IJ5ers\LWnn\PccumeMt5\OlIef X1 P]ars\NedM0rrI5 - 5� 10 Banjuan Cowrt\MOrrIq Plan.laWout OnNER; MORRIS HOMES, INC - NED MORRIS (550) 624-3765 CELL FMAILAVDRE55; Ne,151,160AOL.�cm LYNN SMITH - DRAFTING I q q SYCAMORE VALLEY ROAD. CHICO, CA qS175 ARCH D (2 4" x 5 rg") (550) 5� 1-0555 NORK (550) 514-0555 CELL LY,%6�1520ATT,197 �HILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 PLAN TO AVOID MISTAI<ES, THE C09170�5jTION -ROOFINr MAKER CANNOT GUARANTEE AGAINST HUMAN ERROK OVER 15# FELT OVER 1/2* CDX FLYV40OP CONTINUOUS COMP051TION ROOFING OR OSE3 NITH 5d5 AT 6", 12" r1C. CONTINUOUS BUILDING CONTRACTOR HOME ONNER TO REVIFIN AND R106F VENT CONTINUOUS CONTINUOUS KIP6,E VENT OVER 15# FELT OVER 1/2" CDX PLYY400D FITCH&/ 12 Ra LATION: /OR 05B NITH Bd'5 AT ro", 12"c/c. COMPOSITION P -00 ROSE VENT VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS RIr)6E VENT -FIN -6 SEE ROOF PLAN 4 ROOF ROOEVENT11-ATION: cownNuOus PITCH 5 12 OVER 15# FEL -T OVER 1/2" CDX PLYNOOD CONTINUOUS VENTILATION CALC5. BEFORE CONSTRUCTION BEGINS. SEE ROOF PLAN 4 ROOF RID&F VENT M OR 05D INITH 8d'5 AT 6, 12" C/C. CONTINUOUS R VENT VENTILATION rALC5. CONTINUOUS PITCH 6 12 CONTINUOUS PK�FTIN& BY RIDGE VENT 0ONTINUOU5 RID&E VENT ID6E VENT giiijiV _ u RIDOE VENT r �OMFOSITION ROOFING :1 OVER 15 # FI LT OVER 1/2" CPX PLYY400D OR 05B NITH bd'5 AT b, 12 7A�alla�l� I NUOUS RID&E VIEN PITCH 6 12 CONTINUOUS CONTINUOUS T VENT t Tt RID&F VENT RID&E VENT I 'I 11 �,JA I J -IJ, LYNm9miTHa2*ATT.N5T 12'FLATE HE* CHF-15THA51IGHT5; t �IA 4 &U] I f-SCIA 4OUTTER: pL r�� Tr PROVIDE OUTLET 1 O'PLATE HE &HT mP _T TO 2 o�- CNNFr.T TO 2-x3'p (:;ONNEr "XV 4,t Tl r GOLDEN SUN _iU7 �L[ft,-VONNSPOUT5 OOR. lt�T 7u, WFLATE HEIGHT _T J 6� HEIGHT 1, MAX RAMIREZ HOMIZONTAI.�PIN&: 44 A MINIMUM OF ONE LAYER OF NO. P05T 50505H 15 ASPHALT FELT, COMPLYINC, Y41TH ASTM D-226 FOR TYPE 1 b"Xb" IRWIN 10 FELT OR OTHER APPROV E". ED POST gm MATFRIAL513EHIND ALL TYPES ME 0 OF EXTERIOR NALL FIN15HES 15 REOUIRED. - W.R i Mi R law 5TONE VENEER. STONE Vr=NEF-R- 20OAMPELECT.S MTA�ED PER 6136 1405.1 INSTALLED PER C5a 1405.1 1- --F-Fl ;, , � --I i,4b"H MIN. - 75'MAX. OUALITY, NOTE 1, 5. L'w4;4CW"wmW;mll�, IrInW. WE Ri IM h —777-77 . . .... Us X TXI i,i,,iiium W POOR; IN' �p",,�77777777. - __ I-ANDIN65: HORIZONTAL SVJNI�n. 5TUCCO kNEEFSCREEPS: THE LANDING AT AN EXTERIOR DOORNAY 5HAI-L NOT BE INSTALL 2" A13OVE PAVE�DARIHA5. "J INSTALL 2" ABOVE PAVED AREAS. MORE THAN 1.15 INCHES BELONTHP TOF OFTHIE tl T A MINIMUM OF ONE LAYER OF NO. INSTALL 4" AE30VE SOIL. :F I : � , INSTALL 4" AE30VE SOIL. HRrSHOI_lD. FROVIDeP THE POOR, OTHER THAN AN 15 ASPHALT FELT, COMPLYINC, 'T, Fm L_ E., \v, 11", i'T EXTERIOR STORM OR SCREEN DOOR, DOES NOT SKINS INITH A5TM D -22C, FOP, TYPE 1 OVER THE LANDING. FELT OR OTHER APPROVED SCALE: 3 1 b" - l' -O" MATERIALS BEHIND ALL TYPES 5CALF: 3/ 16" - l' -O" OF EXTERIOR V4ALL FIN15HES 15 REOUIRED. THESE PLANS HAVE BEEN RIEVIFIMEDONLYFOR COMPLIANCE NITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINi STAMP ON 11 TH15 PLAN 15 VAL D ONLY AITH A LETTER SI6NrD BY THIS ENGINEER FOR EACH UNIaUE BUILD. CONTINUOUS RIDGE VENT CONTINUOUS CONTINUOUS COMPOSITION COMPOSITION-SOOFINO -.F-.QOFIN& K0017—VENT11-A-DON: RIDOE VENT IRIDOE VENT OVER 15# FELT OVER 1/2" CPX PLYACOD OVER 15#FELTOVFR 1/2"r_VXPLYiNOOD SEE ROOF PLAN 4 ROOF OR 05B KITH 95d'S AT C, 12" C/C- J Lr- OR OSE3 NITH 5LI'S AT b", 12" c/c. VENTILATION CALC5. 13 PITCH 6 12 PITCH b 12 ull T I CONTINUOUS R106EVENT CONTINUOUS CoN-nNuou5 RIDOE VENT lu < 0 =T -F� RIP&E VENT z T -I- CONTINUOUS 'b IT,# trl Ill RIO&E VEN CL�,T_i __,L �L., -1- 1 . b t r T_� '.FASrIA t f�l _h 'T� 1 CONNECT TO 2" XV, _9 JU J!P 7, '1-, - n -1, IT, -A L I 1� J "-I- I _E� Iffl-I U - .... ....... . q'FLATE HEIGHT < �J tu H MEN :g g 50505H g gm ggm- qp� M 65 qu ju W jj m pgg u -g, m go, g, ImmV pp 1� p, Z < MP ELECT. SERVICE METER 11N. 'I WMAX. -M opff JU ..... .. ... ... . . ..... ITTU 'T" x v -i - �i Ri � '. i� - ga�.Tm T% mm �mjm� M No ON N WE z 5TUCCO Y4EEP SCREEPS: HVAC_0ON0,.QNjT.� I ANPIRC_,_5� =31 < PROVIDE 2 2 Ov ELECT. INSTALL 2" ABOVE PAVED AREAS. THE LANDING AT AN EXTERIOR POORNAY SHALL NOT BE DISCONNECT YqITHN 25'. INSTALL 4" ABOVE SoL. *1 MORE THAN I I r INCHES BEI_O� THE TOP OF THE L,\ V in q) 10 THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN SEE ENVIRONMENTAL EXTERIOR STORM OR SCREEN DOOR, DOES NOT SNIN6 NOTE 13. Lu u_ Its) GUALITY OVER THE LANDING. 5CALE: 5/ 16" - 1'-0" I jjr in < CONTINUOUS CONTINUOUS COMF�OSJION KOOFIN(��_ ROOF VIE CONTINUOUS RID6E VENT _. NTILATION RID6E VENT 7- 13 COMPOSITION OVER 15# FELT OVER 1/2" SEE ROOF PLAN 4 ROOF RID<SE VENT ROOFIN& CDX PLYJNOOD OR 055 KITH VENTILATION CAL66. F4 1 1 I� lj__ OVER 15#FELTOVFR 1/2" < > 8 cl'5 AT b", 12" r -1c. 7 1 i ZT bd'5 AT&", 12" c1c. OUNTY DRELOPMENTSE, PITCH b / 12 VICES I' r CONTINUOUS V�j PITCH b 12 F 0 F? CONTINUOUS RID&E VENT F_ 13 RIDOE! VENT tAPLIANCE CONTINUOUS LU RIPOr VENT 4, 13Y L LLT" 1-- x CONTINUOUS GONTINUOU5 CONTINVOU! LU ROCIE VEN Tl_ ROSE VENT RID Lj I- L 1�1 1_�� J-4 lLd-s Tt�-:� L L J- j L 5 L �j :T- _IVABL-FE: CHRISTMAS LIGH15L CHRISTMAS LICHTS. L± J L� PROVIDE OUTLET 0 1 _T_ _j ql�_ T45�rlr__[ L J�,� PROVIDE OUTLET a Na TOP PLATE, 5Y41TCHFP 140�� TOP PLATE, 5VAITCHED 3 1 b 3 SqFt TOTAL 0 FRONT DOOR. 0 FRONT DOOR. FASCIA 4-OUTTER: OAKAOE: L:r- =j? i 'Lai i I Li P L �_Jl �CONNECTT02'X3" v�i V, - PCYiN5rOUT5 915 SqFt L _rl WPLATF HEI&HT Y 7 r 1"xW TRIM 14 �E. RIO llsem R!"m . .. .. . ...... . . i3T ROME -W.Vff 05, ` ff in COVEREP PATIO: MORE d TRN �7 IOANSPOUT IT m SRI 21111 '1 ", POPINSPOUT E,,O—, r..j mrr 226 5qFt FRONT 'D !64951--7 _7,5qFtREAR 5 -15 5qFt TOTAL igmqm- ELECT. N 4115H 50505H 50505� ELECT SERVICE: 14 - - - ----- -----— --------- 200 AMP ELECT. SERVICE METER i 02-011 IL 48"14 MIN. - 15'MAX. _ENEEK; H 1 11 1 1 6 TRIM DATE: 5/25/201 rb LED PER r -B , -:_ 11 .- INSTAL OVERHE�JAV OVE -A VENEER: A; 'A L X 50ALE: SHOJNN 1 'X6" TRIM [Lj(5A0KOR WHEN INSTALLED PFf 7 7 ------- FIN15HED 6RADE I �Q�t7 .77 M7 L i OUT2oC&LI6HTS-. LANDINGS. - MUST BE INGANDE5CENT W A MINIMUM OF ONE LAYER OF NO 15 THE LANDING AT AN EXTZRJOR POORNAY 5HAI-L NOT BE MORE MANUAL ON-OFF SNITCH, MOTION ASPHALT FELT, COMPLYING INITH ASTM 7HAN 1.75 INCHES BELOIN THE TOP OF THE THRESHOLD, P-22( FOR TYPE 1 FELT OR OTHER PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SHEET DETECTOR 4 PHOTO CONTROL APPROVED MATERIALS BEHIND ALL SCREEN DOOR, DOES NOT EKING OVER THE _ANVINB. TYFE5 OF EXTERIOR �NALL FINISHES 15 REOUIRED. SCALE: 114". V -O" p , 0 COPYRIGHT 201 (1 MORR e HOMES, INC. - NFL) MORRIS (5�0) 1:24-5-765 CELL FMAILADPRIESS: Ned5kIsaAOL.6om F 1 22 1 aq SAMSON AVENUE, CORNING, CALIFORNIA q6021 EMAIL APPRESS: Max@CadMama.com PHONE: (5SO) 521-1242 CELL. CHICO, CA q 5 q2 6 (550) 5q2-4401 NORK Wall FMAILADURr55: RylardeSumm[LCW�o.�om 6:\IJ5ers\LWnn\PccumeMt5\OlIef X1 P]ars\NedM0rrI5 - 5� 10 Banjuan Cowrt\MOrrIq Plan.laWout OnNER; MORRIS HOMES, INC - NED MORRIS (550) 624-3765 CELL FMAILAVDRE55; Ne,151,160AOL.�cm 11 LYNN SMITH - DRAFTING I q q SYCAMORE VALLEY ROAD. CHICO, CA qS175 (550) 5� 1-0555 NORK (550) 514-0555 CELL LY,%6�1520ATT,197 EMAII_ADDRE55: LyIlnSMIth520ATTAet 11 eYMeOL oG601eIPTIOH 0 A< e� 04 _4 r E°uar LAAH SEE�OIE ��- I / EXTERIOR. LIGHT: @ATI-ROOM-F.XHAUST FANS: E NOTE 30. V v � cumcr�ln L TU@OR 5HONERPJXTVRE5: 56 x 0 -. 0 a®[Ot FA) 6 28 x 0 _. D BEDROOMS. LABEL CIRCUIT BREAKERS, DISCONNECTS, 4`g g �gagg4 ,Z' fP4CPVl"�° °°4Ptt�u,a x fi)4W� FLUA SEE NOTE 30. GFCI WP - ALL AREAS: A, SMOKE ALARMS. \ 1. ) REF TCTHE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING N"Y x4" pl"f ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE HSf� "Y LUMINARY FIXTURE TYPE OR CONTROL TYPE 514ALL COMPLY WITH THE NY YY W °R -r Al D -AL ae. AMPERE BRANCH GIRGUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2. ) BRANCH_ CILRCUITS:. PROVIDE ARO -FAULT GROUND -FAULT CIRCUIT- GEC ART 210.1 1 (C) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP $I I`7 '$ s BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 210.12 (B). PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 3.) REGEP_TAGLES:. BELOW'ALL 125 -VOL -T, 51NSLE PHASE, 15 AND 20 -AMP 22.) LIGHT F1XTURF5-1N TUD OR_SHOWER_ENCLO5URE5:. TO BE LABELED °SUITABLE RECEPTACLES SHALL BE L15TED TAMPER-RESISTANT RECEPTACLES. SEE CEO g eoxAD..,ere*r�un o 4.) RECEPTACLE LOCATIONS SHALL BE INSTALLED 50 THAT NO POINT A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR CD OPENINGS SHALL HAVE A RECEPTACLE. CEG ART. 210.52 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMPTIOLTIERS ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT G.) HUMI0I5TAT CONTROLS SHALL. BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO HO%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM IS A @� ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR CEILING (PADDLE) FANS PER CEO SECTION 314.27 (A) 6 (D). COMBINATION 6.) WHOLEHOU5E-FAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24) WHOLZ-DUILAJNG VENTILA ION_ ONE OF THE BATHROOM EXHAUST FANS, AS 000 THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, 5HALL COMPLY WITH THE DIMMER H SWITC, MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. FOLLOWING: A.) A MINIMUM M RATING OF 15 CFM, 5.) THERMOSTATS:- SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. uexrpAwrs:w e0. U G.) THE CONTROL SWITCH MUSTT BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. eR 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING e IRRIGATION TIMER (CONFIRM) 25.) TOILELROOM5_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING �o e+aAelF+wne SUB PANEL. o...... o_AALUA-AHILD KITCHEN, PANTRY 6 DINING AREAS: C. 26.) GARAGERFrFETAGLE5 ARE REQUIRED TO BE GFCI PROTECTED. LIGHT ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. - 5WITOH TO HAVE VACANCY SENSOR- LIGHTS TO BE HIGH EFFICACY. 13.) ISLAND, R ENINS A: PROVIDE COUNTERTOP AGL T 7H IS AN O P UL E A E 27. A G_ RAGEFIREWALL: PROVIDE A 24' SEPARATION BETW EEN REGEPTAGLE@ END OF THE COUNTER, GEG ART. 21052 G 263 AND ART, 21 O.H. T. 210. SWITCH BOXES IN THE FIREWALL. (BOXES ( E N SEPARATE STUD BAYS ARE .GFCI 14J SMALL APPLIANCE CIRCUITS: PROVIDE TWO MORE 20 -AMPERE SMALL ACCEPTABLE. 25,) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE TI APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA SERVE ALL WALL AND SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24", H FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS EXTERIOR: PER GEG ART. 210.52 (B). i5.GONIEACIN KITCHEN AND DINING ROOMS SHALL 6C 29.) EXTE TOR teG P.TAOLE.5: ALLOUTDOOR RECEPTACLES SHALL BE WP /GFCI INSTALLED AT EACH HALL COUNTER SPADE THAT 15 12" OR WIDER. RECEPTACLE PROTECTED. CEO ART. 210.6(3). OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS SO.) OUTDOORIdGHT1NG. TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS MORE THAN 24" MEASURED HORIZONTALLY FROM A REGEFTAGLEOUTLET ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 6 00 o�o�dl roA,. 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. CLOOK; OR G.) ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) (D Ll 31 J GHRI5TMASJ-IGHTS REGEPTAGLR5:. PROVIDE OUTLET NEAR TOP PLATE, ®o OHALLAUAUFLAK uw.aramr.n en LEAST ONE AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER WORKSPACE E 1 t OV WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ayd � - r 4 ¢ P a :r:uc.uanme xue C ES RECEPTACLE FOR MAINTENANCE OF LIGHTSNT ®KI c��S� Foy DUAL S &-- A. FAN NI/LIGHT SEE NOTE 1 LAMP HOLDERS;. SEE NOTE S. 13ATH.ROOKFFEG PIAGLE5: DOOR CHIME SEE NOTE 20. LOCATION CE BAINROOM -�-�� - SEE�OIE ��- I / EXTERIOR. LIGHT: @ATI-ROOM-F.XHAUST FANS: E NOTE 30. SEE NOTE 23. SCALE: 1/4" - 1'-0" L TU@OR 5HONERPJXTVRE5: 56 x 0 -. 0 SEE NOTE 22. 28 x 0 _. D BEDROOMS. LABEL CIRCUIT BREAKERS, DISCONNECTS, SEE NOTE 25. ,Z' €EE 9 x 2 - 1;8 NOTE 2-REGEPTAGLES: EXTERIOR GHTS: SEE NOTE 29. / SEE NOTE 30. GFCI WP - ALL AREAS: SEE NOTE €XT€RIOR-LIGHTS: / / \\ ED, SEE NOTE 30 GFc EXTERIOR RECEPTACLES: SEE NOTE 29. GFCI WP IP_ cl YVH F- -AA SEE NOTE 30. 5EE NOTE 31. GH` SEE O TNIAS_LL6LTREGEPTA_GL-E DOTE 31. OG U ANGY �N � 5 N R C UPANCY T 9W EN50R LED. T11ERMO5TAZ CLOSETS: W SEE NOTE H. 9N \ SEE NOTE 1 9. LED LED- INHOL AL. SEE N E 6. NEAR MASTER BR 4 FCI FCI 3D GARAGE_RFIFFTAGLESa_ VACANCY GL_ 5EE NOTE 26. SENSOR SEP OTE 19. REGEPTAGLE 5EPARATION: OCOU SEE NOTE 25. gym- /a 5EN5 GARAGE�IRWAL-: 3 t 9w !MIN. R-6 LOUVERS SEE NOTE 2 T. LED. D I ----------y SEE NOT I I I I O TOLAER_Sz - -EE NE 5. 30M M KIT(:HFK1-I6HT1NG: 5EE NOTE 12. LSLANDQRP€N1N511LA. GY SEE NOTE 13, SMALL_APP_LIAH.0 GIRGUITS_ SEE NOTE 14. GOUNTERTOP�ES.EPTA_�.€5: / I 9W GF SEE NOTE 15. 9W EXTERIOR-LIGH_r5: LED. SEE NOTE 30. --- -- - / EXTERIOR RECEPTACLES: SEE NOTE 29. GFCI 9W SEE NOTE 50. HIS: crcl RIP LED. SEE NOTE 30. �1 CE P M DP GFCI 9w 9W / oCENS B E NOTE 2L-7REGEP_TAGLES: LED. 5EN5 SEE NOTE 20 9n LED. LED 9 W BATHROOM LIGHTS: L.E.D.SEE NOTE 21. GFC BATHIRO.O-M €ZXRAUST_FANS: SMOOXE/G.. ALARM__5; I DM ' SEE NOTE 23. SEE NOTE 16. Cr I €XHAUSTEAM T11B_09_5HONIER-EIX_TUREE: SEE NOTE 9. SEE NOTE 22. � TOILET ROOM: / OC T SEE NOTE 25. F_AN &V IS / 9 SEE NOTE 1. XHAIIST_FAN: 9W I 5 EN E9. 9W L.ED. LE.D. FAN. NILI I: cs9v y cslry o SEE NOTE 1. 9W 9w I\ CE LEO. I I LEO. LA_M OLPERS:. SEE NOT SEE NOTEE .DER5: SEE NOTE 5. OCCUPANCY oc SENSOR € NOTE SEEEE NOTE 29. 9W LED. WP GFCI 30 L� 9W ED' CLOSETS_ SEE NOTE 19. OF9W I PD II9W 3p LED. 9W LED. LED. GFCI 9W LED. /GFCI I. C LOW V, p / /.- c 64W 6 9W 2 TUBE 2 T BE O ANDY ENI 9W LED. / W LED. DIN BREAKERPANEi- cw 1 LED. PK PROVIDE 30'WORK G EXH 5T_ -FAN:. CLEARANCE. SEE NOT 9 GFCI LO V. LAUNPRY ROONI.REO, TAOL€.E,-. c SEE NOTE 16. / Ord 9W GFCI DRYER OUTL,€T: 9w LED. SEE NOTE 11, w LED. H 9W GFCI P_ROTETSfON1ON GFCI K FCI LED. DOORBELL COUNTERTOP REGEPTAGLE I LOCATION ' WITHIN -6' OF LA DRY SINK u ` G 9W \ I I L.F.P. 2w E 9 PK LED. LED. NHOLE.HOUSE-CENTILATION: Ma 2w \ THE LAUNDRY EXHAUST FAN TO BE I I PK EXSER ORS I / I USED FOR THE RFOUI ENOUSE O O \ VENTILATION REQUIREMENTS. SEE GD G DW ! GFC DEE NOTE 011 I / I NOTE 24. / I I / \ I64W I64W 2 TUBEJ TUBE Ex'FERIOR R€GEPTAGL�S: / /5EE NOTE 29. GFCI WP GHR_ISTMAS _LIG_HTREG I. GL€5: / SEE NOTE 31. LOCAL VENTILATION RATE SUMMARY - BATHROOMS QATHROOM FAN FLOW - 50 CFM EACH NUNtBZF,OF BATHROOMS - 3 DUCT SIZE 4IRM-H-- MAX. ALLOWABLE DUCT LENGTH - 10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300GFM NUMBER OF KITCHENS - 1 DUCT SIZE - 5 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 5645 GFM WHOLE HOUSE FAN DUCT SIZE 30 INCH MAX,_ ALLOWABLE__DUGT LENGTH =110 LIMIT Of an - FAN FLOW RATE Gfm Afloor - CONDITIONED NED FLOOR AREA Nbt---NUMBER OF BEDROOMS (_MIN 1) Of an - (O.O 1 X Afloor) + (1.5 x (Nbr + 1)) Qfan - (3 1.5) + 0.5 X (4+ 1 )) Qfan - 3 1.8 + 31.5 Qfan - 6q.5 (ROUNDED TO 10 GFM) 1.14 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS MORRIS HOMES, INC. -NED MORRIS rw7� 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 (530) 624-3769 CELL �V� PHONE; (530) 521-1242 CELL EMAIL ADDRE55: Ned5kI59AOLCOm �� EMAIL ADDRESS: MaxoGalmamaoom �t,J1 DOOR CHIME WP LOCATION SEE NOTE 30. - BED 0 \ I / O - SMOKE DEIE _ PROVIDE A EM ETEGTOR IN EACH BEDROOM 6 ON / EACH FLOOR OFT DW SCALE: 1/4" - 1'-0" 5MOKE/GAR_5ON MONOXIDEALARM5: PRO I13Q A HARDWIRED WITH BATTERY 56 x 0 -. 0 BACKUP SMOKE E CARBON MONOXIDE ALARM INH WAYS ADJACENT TO 28 x 0 _. D BEDROOMS. LABEL CIRCUIT BREAKERS, DISCONNECTS, A) SMOKE d CARBON MONOXIDE ALARMS ARE TO BE IN CONNECTED IN ,Z' SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL VATE ALL OF 9 x 2 - 1;8 THE ALARMS. � ELEGT.RIGAL.SHALL BE ALLED PER THE 201 3_O.E.G_ B.) FOR BEST RESULTS, USE DUAL IONIZATION d PHOTOELECTRIC SENso3� ALL AREAS: A, SMOKE ALARMS. \ 1. ) REF TCTHE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING 1 9J GLO5ET5.LIGHTS. PER G.E.G. ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE 514ALL COMPLY WITH THE 20.) BATHROOMREGEPTA IZ OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. AMPERE BRANCH GIRGUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2. ) BRANCH_ CILRCUITS:. PROVIDE ARO -FAULT GROUND -FAULT CIRCUIT- GEC ART 210.1 1 (C) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21.) BATHROOM-LIGHI5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 210.12 (B). PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 3.) REGEP_TAGLES:. BELOW'ALL 125 -VOL -T, 51NSLE PHASE, 15 AND 20 -AMP 22.) LIGHT F1XTURF5-1N TUD OR_SHOWER_ENCLO5URE5:. TO BE LABELED °SUITABLE RECEPTACLES SHALL BE L15TED TAMPER-RESISTANT RECEPTACLES. SEE CEO FOR DAMP LOCATION" PER CEG ART. 4 10.1 O (A) a (D). ART. 406.12. 23.) BA.THROOMNIEOHANIGAL EXHAUST-EAN5: 4.) RECEPTACLE LOCATIONS SHALL BE INSTALLED 50 THAT NO POINT A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMID15TAT OPENINGS SHALL HAVE A RECEPTACLE. CEG ART. 210.52 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMPTIOLTIERS ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT G.) HUMI0I5TAT CONTROLS SHALL. BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO HO%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM IS A SECTION 314.23.OUTLET BOXES SHALL NOT BE USED A5 THE 50LE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR CEILING (PADDLE) FANS PER CEO SECTION 314.27 (A) 6 (D). COMBINATION 6.) WHOLEHOU5E-FAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24) WHOLZ-DUILAJNG VENTILA ION_ ONE OF THE BATHROOM EXHAUST FANS, AS WHICH CLOSE WHEN THE FAN 15 OFF. 7J CEILING FANS-W/J-1GHT: FLOURSCENT W/ SWITCH OR INCANDESCENT W/ THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, 5HALL COMPLY WITH THE DIMMER H SWITC, MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. FOLLOWING: A.) A MINIMUM M RATING OF 15 CFM, 5.) THERMOSTATS:- SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. B,) BE RATED A A MAXIMUM OFSONE 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS G.) THE CONTROL SWITCH MUSTT BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION d FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING e IRRIGATION TIMER (CONFIRM) 25.) TOILELROOM5_ INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRICAL 5ERVIGE:. PROVIDE 200 AMP. VERIFY LOCATION OF MAIN E FIXTURES IN ROOMS WITH WATER CLOSETS. SUB PANEL. GARAGE: KITCHEN, PANTRY 6 DINING AREAS: 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 26.) GARAGERFrFETAGLE5 ARE REQUIRED TO BE GFCI PROTECTED. LIGHT ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. - 5WITOH TO HAVE VACANCY SENSOR- LIGHTS TO BE HIGH EFFICACY. 13.) ISLAND, R ENINS A: PROVIDE COUNTERTOP AGL T 7H IS AN O P UL E A E 27. A G_ RAGEFIREWALL: PROVIDE A 24' SEPARATION BETW EEN REGEPTAGLE@ END OF THE COUNTER, GEG ART. 21052 G 263 AND ART, 21 O.H. T. 210. SWITCH BOXES IN THE FIREWALL. (BOXES ( E N SEPARATE STUD BAYS ARE .GFCI 14J SMALL APPLIANCE CIRCUITS: PROVIDE TWO MORE 20 -AMPERE SMALL ACCEPTABLE. 25,) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE TI APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA SERVE ALL WALL AND SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24", H FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS EXTERIOR: PER GEG ART. 210.52 (B). i5.GONIEACIN KITCHEN AND DINING ROOMS SHALL 6C 29.) EXTE TOR teG P.TAOLE.5: ALLOUTDOOR RECEPTACLES SHALL BE WP /GFCI INSTALLED AT EACH HALL COUNTER SPADE THAT 15 12" OR WIDER. RECEPTACLE PROTECTED. CEO ART. 210.6(3). OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS SO.) OUTDOORIdGHT1NG. TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS MORE THAN 24" MEASURED HORIZONTALLY FROM A REGEFTAGLEOUTLET ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 6 SPACE. GEG ART. 210.52 (S)(1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP„ ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. CLOOK; OR G.) ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) LAUNDRY 4 UTILITY ROOMS: 31 J GHRI5TMASJ-IGHTS REGEPTAGLR5:. PROVIDE OUTLET NEAR TOP PLATE, 16.) LAUNPRY 4UTJ1-M ROOM -RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT SWITCHED 0 FRONT DOOR - WP/GFCI PROTECTED. 32.) HYA2CONPSINIT: PROVIDE 220Y ELECT. DISCONNECT W/30"x30"CLEAR LEAST ONE AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER WORKSPACE E 1 t OV WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. OUTLETS PER 1 (G) (2). R GEG ART. 2 1"I.) AR�ER_O_UTyET_ PROVIDE DE 4 -WIRE RECEPTACLE FOR DRYER PER GEC ATTIC: C ES RECEPTACLE FOR MAINTENANCE OF LIGHTSNT MEC ANICALPROVIDE MECHANICAL EQUIPMENT LOCATED IN ATTIC. L IN LOCATED LOCAL VENTILATION RATE SUMMARY - BATHROOMS QATHROOM FAN FLOW - 50 CFM EACH NUNtBZF,OF BATHROOMS - 3 DUCT SIZE 4IRM-H-- MAX. ALLOWABLE DUCT LENGTH - 10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300GFM NUMBER OF KITCHENS - 1 DUCT SIZE - 5 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 5645 GFM WHOLE HOUSE FAN DUCT SIZE 30 INCH MAX,_ ALLOWABLE__DUGT LENGTH =110 LIMIT Of an - FAN FLOW RATE Gfm Afloor - CONDITIONED NED FLOOR AREA Nbt---NUMBER OF BEDROOMS (_MIN 1) Of an - (O.O 1 X Afloor) + (1.5 x (Nbr + 1)) Qfan - (3 1.5) + 0.5 X (4+ 1 )) Qfan - 3 1.8 + 31.5 Qfan - 6q.5 (ROUNDED TO 10 GFM) 1.14 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS MORRIS HOMES, INC. -NED MORRIS rw7� 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 (530) 624-3769 CELL �V� PHONE; (530) 521-1242 CELL EMAIL ADDRE55: Ned5kI59AOLCOm �� EMAIL ADDRESS: MaxoGalmamaoom �t,J1 DOOR CHIME Date 2/9/201,6 LOCATION 9. 9N \\I LED. LED. I A9415]/R 9W LED. 5EE ---� v I I K \ SEE NOTE 7. 9W LED. SMOK€ � SEE NOTE GHRJ.STNIAS LIGHT REGEPTAGLE5; \ Vr EE NOTE 31. AAA NOSE: PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUITBREAKERS, DISCONNECTS, FUSES, 5NITCH d THEIR ACCESSORIES. CENTER OF THE SU P THE 5U6 PANEL GRIP NOT MORE THAN 6'-7" HMt HL (14 XSb) 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. APTING BY: (550)591-0565 19 YLAMORE VALLEY ROAD OXICQ CALIFORNIA 95 9 T3 L.YNNSMITH5 20ATT.NET ENERGY GALLS BY: GOLDEN SUN -.0Q `DESIGNS 'MAX 'k,` ,RAMIREZ 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 HVAC 4O_N12._UNIT; T SEE ELECTRICAL o LED. NOTE 92 6 L r •--' ENVIRONMENTAL O O . QUALITY NOTE 1 1. )5T -AT: q- -6. BATT-IROOMREGEPTAGLE5: T I ® SEE NOTE 20. OCCUPANCY LED. 9W e 5EN50R LED 5ATHROOMJ-I(5HTS: ■ ` O XHAJI-STEA14; SEE NOTE 2 1. X 0 z W Y^/ .ARN15a 5 NOTE 9. BATHROQM€XHAUSS FANS: T SEE NOTE 23. JU O TUB OR 5HONIER FIXTURES:y LL GFCI /ma a SEE NOTE 22, d) ( < r �\ TOILET ROOM: _^ <O 9w V .L GFCI SEE NOTE 25, u, � ^' ® 'f�lC� O IL LED. V W v7- SMOK€/G o.ALARMS;. 11.2 7 - SEE NOTE 16. O �/ ,-1 n/ ISL LU FAN, Q � �y SEE NOTE 7. Z n to 0 OC z p AM".OL >FL 5, O In N EE NOTE 5. ELECT.. SER VICE O 111 200 AMP SERVICE 56" CLEAR OF IF DOOROR WINDOW x 45"H MIN. - 15" MAX. ('(� "l -4QHMRH19 ATIQM RESIDENTIAL KITCHEN LIGHTING WORKSHEETWS-5R' ABOVE FLOOR. CEO 404.5 Date 2/9/201,6 Z efficacy luminaires as dwfined inTable :150 C Luminaires that are not high efficacy must be switched separately - Luminaire Type High Efficacy G RISTMA� 1-JGHLREGEP-TAGLES: GHR_15IMA5 LIGIiT_ O - 4' LED. CAN Yes X No q x 9 8-1 2' LED. PUCK Yes X No NOSE: 5E NOTE 31. EGEPrAGL €5: SEE NOTE 56 x 0 -. 0 2 BULB STRIP .Yes X No 28 x 0 _. D UNDER CAB PUCK -Mess X. No. LABEL CIRCUIT BREAKERS, DISCONNECTS, 31. ,Z' L.E.D. PENDANT :Yes No 9 x 2 - 1;8 ARC -F ULT_GRP_UNDrEAD�-TG_RGU_IrJP1TFRRUPTER PROTEQF FUSES, SWITCHES 6 THEIRACCESSORIESANW R EOU TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. F F ^ - t -J Z COMPLIES IF A >- E Yes X NO r1 -. SEE NO -'FEE 2 _�� Y Z 41.1 RE515TALJLREGEPTAG_L_ES: NOTE: Q J W L z > c®ou�NTv SEE NgT2 SEE N�ccc/J//TrTTE 9 COMPLY WITH GEL, ARTICLE 250 REQUIREMENTS FOR GROUNDING 6 `D�vELe1Ji„t,=_rl � REVIEWED g 6 E lAeI E 4 E FOR J U1 (L ILI DATE: REG PTAGLE LOCATIONS: SEE TE 4. BONDING. Ill -J V SCALE: -- ? -1 _1 SHOWN NOTE: O O ALL LIbHTING SHALL BE HIGH EFFlGAGY. Y r��H RESIDENTIAL KITCHEN LIGHTING WORKSHEETWS-5R' Project Tale 301 10 SAN JUAN COURT Date 2/9/201,6 At least 50% of the total wattage of permanently installed luminaires to the kitchen must be in liminaiies that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy mast be switched separately. Kitchen Lighting Schedule. Provide the following information for aH luminaires to be installed In kitchens. efficacy luminaires as dwfined inTable :150 C Luminaires that are not high efficacy must be switched separately - Luminaire Type High Efficacy Watts x Quantity High Efficacy Watts or Other Watts 6' L:.E-D.'CAN Yes X No 13 x 0 _, 0 4' LED. CAN Yes X No q x 9 8-1 2' LED. PUCK Yes X No 2 x 0 - 0 4 BULB STRIP Yes X. No 56 x 0 -. 0 2 BULB STRIP .Yes X No 28 x 0 _. D UNDER CAB PUCK -Mess X. No. 2 x 6 1-2 TOE KICKYes X No _ 0.5 - X 0 O L.E.D. PENDANT :Yes No 9 x 2 - 1;8 Yes IVO x - Total, A 11:1 8. O COMPLIES IF A >- E Yes X NO 563 RIO LINDO AVENUE 0200, CHICO, OA : (530) 592-4407 WORK EMAIL ADDRE55: RylandaEummitGN60.60m SHEET +( r J a E .. 0 COPYRIGHT 2016 EER CAU5er5\Lynn\Do6ument5\Chief XT Plans\Ned Morris - 5910 San Juan Court\Morris Plan,layout ttqff LYNN SMITH -DRAFTING OWNER: MORRIS HOMES, INC -NED MORRISLYNN 199 SYCAMORE VALLEY ROAD, (530) 624-3165 CELL 1�1 CHICO. CA 95975 EMAIL ADDRESS: Ned5kis®AOL.aOm w..e (530) 691-0565 WORK (530)514-0555 CELL L.�i.newr'x 2a e..... n xeEMAIL ADDRE55: L9nn5mlth32VATTnet I - _ I III: ILII 111 N X-1 -1 W KK Lu I IVAE3 3153 SLIFt TOTAL OARAOE: 118 Sq,Ft ''.. COVERED PATIO: 226 56[Ft FRONT PERMIT 4 �� C>3 19 .._3615gFt REAR 5115 SCiFt TOTAL c®ou�NTv `D�vELe1Ji„t,=_rl � REVIEWED g 6 E lAeI E 4 E FOR DATE: � C �L/NE DATE _ 1'G Y _ n� 3/25/2016,ODE SCALE: -- SHOWN O O SHEET +( r J a E .. 0 COPYRIGHT 2016 EER CAU5er5\Lynn\Do6ument5\Chief XT Plans\Ned Morris - 5910 San Juan Court\Morris Plan,layout ttqff LYNN SMITH -DRAFTING OWNER: MORRIS HOMES, INC -NED MORRISLYNN 199 SYCAMORE VALLEY ROAD, (530) 624-3165 CELL 1�1 CHICO. CA 95975 EMAIL ADDRESS: Ned5kis®AOL.aOm w..e (530) 691-0565 WORK (530)514-0555 CELL L.�i.newr'x 2a e..... n xeEMAIL ADDRE55: L9nn5mlth32VATTnet I - _ I III: ILII PARCEL P SEC. 33 & PTN. SEC. 32 T 23N. R. 1E. M.D.B. &M. 70 II 35 . i r>%vr=T% i T : SHOWN ON A55E55011P-5 MAP. 4. 7; CN; C 2O 2 6U.00A Dii 67 AEM4 MYM SLH M 1, IR LLO F. M/.IS. 09-11-0) 21 CREATED C 11-5-1999 55 releeeuas)s REM. PTN. EFFECTNE 2008-09 ROLL 4-754 CURVE TABLE Counl Assessors DRia 29.21&2 a im Dim Rari Sr.Lesew, LB TABLE W V Y p '. -M IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT CI , "1 6 - M- W 9a 5ST , xE 11(9' WATER ON THE SITE. b B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIG DRAINAGE SYSTEM, OT ro T—� III 1 PNPSE o E Bee �R r tar I FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD I: 1 x11 » ul� le 01 11 1111 1 1 11, ,LIUINP p ::,I 11, 4v sr APPROVED BY THE ENFORCING AGENCY. G.) WITH A ry 1 2 1 1 x SAN]AUN COURr ep W % $ DISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 8 OTHER WATER oust I�� \•,ISeS �a err,. GROUNDWATER RECHARGE .� .¢`_-- V "E— OT B DETAIL A ee Lci;7.'� �r "'N.es,. "N ::s s" /a MAILBOXEgSEMENTLOCATION N.92AC ELE6TRIGAL SERVICE: \GONNEGT scALEr=1B' Is g = O 9 4035 SPYGLASS ROAD CONNECTION: CHICO, CA 95913 .SEWER CONNECT TO SEWER SERVILE, i° LOT A O 63504, IL 22 O LU J�GT f'1OP�RTY: r� p REM. PRI. 18 L3. A 41.23&2 ° z8, 0 r.N iCRRA M UB. PWSE 1 9164 rwnny x m I Iw 4x__e xxeM YeG Ilcio-1 w m � . AB1� sa w 8 II, sliiiv v $ tO LOT E uF A6Je £ x NNs,=GTs CA H LL ..aa z F ICOI ..m7 a em Imn X02 ro SAN 'Aim 011l (3R COUHT O o- -- •r1 'n T 4' R SU IMLI w: or..m ; .aa m.. vl z 9^�s (ctv 9°' 6.r REE 8 v % 011 0.36Ac 12 66.3Z4c .m:LrvoNelrE CREATED C 11-5-1999 918 releeeuas)s REJorIX EFFECTNE 2008-09 ROLL 4-754 CURVE TABLE Counl Assessors DRia q— T a im Dim Rari Sr.Lesew, LB TABLE W V Y p '. -M IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT CI , "1 6 - 11 W 9a 5ST , xE 11(9' WATER ON THE SITE. b B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIG DRAINAGE SYSTEM, OT ro T—� III 1 PNPSE o E Bee �R r tar I FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD I: 1 x11 » ul� le 01 11 1111 1 1 11, ,LIUINP p ::,I 11, 4v sr APPROVED BY THE ENFORCING AGENCY. G.) WITH A ry 1 2 1 1 x SAN]AUN COURr ep W % $ DISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 8 OTHER WATER oust I�� \•,ISeS �a err,. GROUNDWATER RECHARGE .� .¢`_-- V "E— au% w DETAIL A ee Lci;7.'� �r "'N.es,. "N ::s s" /a MAILBOXEgSEMENTLOCATION - a ELE6TRIGAL SERVICE: \GONNEGT scALEr=1B' � g = MORRIS GONSRUCTION. ING. 4035 SPYGLASS ROAD CONNECTION: CHICO, CA 95913 .SEWER CONNECT TO SEWER SERVILE, PHONE IS 50) 624 3165 O U' IL �6 O LU J�GT f'1OP�RTY: r� p By L3. A RMPNCRfiEiTiCN ,3Sz � -n,.Lvill.. NOT 5HOAN�IN A"1556095 MAP.^ �� 0 r.N a6I rwnny x m I Iw 4x__e xxeM YeG Ilcio-1 w m � . AB1� sa w 2 II, sliiiv v $ tO / uF A6Je £ x NNs,=GTs CA H LL ..aa z F ICOI ..m7 a em Imn X02 ro SAN 'Aim 011l (3R COUHT O o- -- •r1 'n T 4' ogl IMLI w: or..m ; .aa m.. i z 9^�s (ctv 9°' 6.r Q o �r U¢ usC��' s1 �. ax. yon ,� .1 y aloe. o cPS n, 1 2 £ a 9 I I,�1� Y I)tL fIPUP i q6'1 I 1 s ni E LC1 ewf Y sl se Lw La, ,� e 01 dal 47-71 1 1'=600' J All Asu,,Me s'raps Me preporetl 1m I..t properly MM,Mmerd pM MMS AY. piuM,16 sl:orn threw N` 9.1 [[ , irth Suits NW Ircol aedoiloo and u," A, r wily Iz azzulee for use oI f.,met' stem manyy Azsszzms' No CNE ALL AM,LS 4APIO(IATE KR K[Bt0C9 IKIXKKIIIX Butte County Assessors Mop Book 47, Page 71 PROJECT LOCATION I ' VICINITY MAP U1 p 9 LEGEND L • SET9S-REBARWIALUMINUMCAPSTAMPEDLS5712 l' FOUNU YC'REBAR W/ALUMINUM CAP STAMPEO IS 5712 PER 149 MAPS 28 r+ SET BUTTE COUNTY STANDARD I I MONUMENT STAMPEOLS5712 J FOUND MONUMENT AS DESCRIBED PSE PUBLIC SERVICE EASEMENT EASEMENTLINE SUBm05loN ROUNOARY CENTERLINE MAIL BOX EASEMENT (T) REPOROINFORMATIONPER I72 MAPS 29 P- :a o 1ao o ,o, 1p I\ I I S7 I I5' q,E GRADING; GROUND IMMEDIATELYADJACENT TO THE FOUNDATION 51AALL BE 51-OPED �. AWAY FROM THE BUILDING AT A 5LOPE OF NOT LESS THAN 6" WITHIN THE FIRST 1 O' (5% SLOPE) LOT 6 1- 0.56 0.56 AGRES 1 W PROPANE TANK: 1 O' MIN. FROM BLDG. rIT) C r - IT) \ i tl I PROPOSED RESIDENCE I v I -- GONG/PAINT SIERRA MOON SUBDIVISION PHASE2 SITUATE IN THE WESTHALFOF SECTION 39. T 23N, R x E, MOM INTHE UNINCORPORATED AREA OF BUTTE COUNTY, CALIFORNIA SCHUSTER HOMES, INC. DOCUMENT ND 20aP09316e6 PRECISION SURVEYING 11t1110I'FWAY #NB ORIANO CALIFORNIA PIAD EBRUP11v15 1 cfm Oss MORRIS HOMES, INC. - NED MORRIS (550) 624-3163 CELL EMAIL ADDRE55: Ned5kDBSAOL.Com WASHOUT f COVER BAREI L SOILS W/ STRAW u a NO SOIL5 I .� STOCKPILE + TEMPOY STRAW R. rLL TEMP. PORTA- I '� POTTY LOCATION GONG.'DfZJVEWAY o -/-L----- MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY 6ALG5 221 89 SAMSON AVENUE, CORNING, CALIFORNIA 16021 PHONE: (r50)521-1242 CELL EMAILADDRE55: MaXOGadMama.com 1.23.0 9 r<4goo p; \ W ALK 353 RIO UNDO AVENUE #200, CHICO, OA 9 5 926 (530)592-4401 WORK EMAIL ADDRESS: RyOmd0SummltGh1c0.c0m / / / i / / / / / EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL. OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH a APR. 15TH, OR WHEN RAIN 15 FORGASTED, 4.) 501L5 TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORGAETED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 6 ADJUSTED ACCORDINGLY AS THE 51TE CHANGES 8 AFTER RAIN EVENTS. 1.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. e TOOLS AT ANY OTHER LOCATION THAN A DE5IGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW 6 SUBJECT TO FINE. + ! CREATED C 11-5-1999 918 RFASED ON 01-T5-1008 REJorIX EFFECTNE 2008-09 ROLL 4-754 e 4)-25 Counl Assessors DRia PROJECT LOCATION I ' VICINITY MAP U1 p 9 LEGEND L • SET9S-REBARWIALUMINUMCAPSTAMPEDLS5712 l' FOUNU YC'REBAR W/ALUMINUM CAP STAMPEO IS 5712 PER 149 MAPS 28 r+ SET BUTTE COUNTY STANDARD I I MONUMENT STAMPEOLS5712 J FOUND MONUMENT AS DESCRIBED PSE PUBLIC SERVICE EASEMENT EASEMENTLINE SUBm05loN ROUNOARY CENTERLINE MAIL BOX EASEMENT (T) REPOROINFORMATIONPER I72 MAPS 29 P- :a o 1ao o ,o, 1p I\ I I S7 I I5' q,E GRADING; GROUND IMMEDIATELYADJACENT TO THE FOUNDATION 51AALL BE 51-OPED �. AWAY FROM THE BUILDING AT A 5LOPE OF NOT LESS THAN 6" WITHIN THE FIRST 1 O' (5% SLOPE) LOT 6 1- 0.56 0.56 AGRES 1 W PROPANE TANK: 1 O' MIN. FROM BLDG. rIT) C r - IT) \ i tl I PROPOSED RESIDENCE I v I -- GONG/PAINT SIERRA MOON SUBDIVISION PHASE2 SITUATE IN THE WESTHALFOF SECTION 39. T 23N, R x E, MOM INTHE UNINCORPORATED AREA OF BUTTE COUNTY, CALIFORNIA SCHUSTER HOMES, INC. DOCUMENT ND 20aP09316e6 PRECISION SURVEYING 11t1110I'FWAY #NB ORIANO CALIFORNIA PIAD EBRUP11v15 1 cfm Oss MORRIS HOMES, INC. - NED MORRIS (550) 624-3163 CELL EMAIL ADDRE55: Ned5kDBSAOL.Com WASHOUT f COVER BAREI L SOILS W/ STRAW u a NO SOIL5 I .� STOCKPILE + TEMPOY STRAW R. rLL TEMP. PORTA- I '� POTTY LOCATION GONG.'DfZJVEWAY o -/-L----- MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY 6ALG5 221 89 SAMSON AVENUE, CORNING, CALIFORNIA 16021 PHONE: (r50)521-1242 CELL EMAILADDRE55: MaXOGadMama.com 1.23.0 9 r<4goo p; \ W ALK 353 RIO UNDO AVENUE #200, CHICO, OA 9 5 926 (530)592-4401 WORK EMAIL ADDRESS: RyOmd0SummltGh1c0.c0m / / / i / / / / / EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL. OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL. 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH a APR. 15TH, OR WHEN RAIN 15 FORGASTED, 4.) 501L5 TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORGAETED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 6 ADJUSTED ACCORDINGLY AS THE 51TE CHANGES 8 AFTER RAIN EVENTS. 1.) EROSION CONTROL MEASURES SHALL BE MAINTAINED. 8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. e TOOLS AT ANY OTHER LOCATION THAN A DE5IGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW 6 SUBJECT TO FINE. + ! SEPTIC Y,4/ PUMP: 918 AS PER BUTTE COUNTY HEALTH 593 DEPARTMENT REQUIREMENTS. 4-754 SOFT TOTAL O q— T amp l GALGREr=N NOTE: W V DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE 4p IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT / EROSION 6 RETAIN SOIL RUNOFF ON THE SITE: W A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM / 4� WATER ON THE SITE. CO B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIG DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE / FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD �B) APPROVED BY THE ENFORCING AGENCY. G.) WITH A ry COMPLIANCE LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. U) METHODS TO MANAGE SURFACE WATER -INCLUDE: 5WALE5, WATER OOLLEGTION AND / DISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 8 OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE V "E— PROPERTY OWNER: Z MORRIS CONSRUCTION, INC. 4055 SPYGLASS ROAD '--_CHICO, GA 959-13 ELE6TRIGAL SERVICE: \GONNEGT PHONE(530)624-3763 TO UNDERGROUND CONTRACTOR: ELECTRICAL SERVICE. MORRIS GONSRUCTION. ING. 4035 SPYGLASS ROAD CONNECTION: CHICO, CA 95913 .SEWER CONNECT TO SEWER SERVILE, PHONE IS 50) 624 3165 NORTH SCALE: 1" = 20'-0" 3153 SOFT RESIDENGE 918 SOFT GARAGE 593 SOFT PORCH 4-754 SOFT TOTAL 24,522 5OFT LOT 1 9.40h LOT GOV€RAGE SITE ADDRESS: 39 10 SAN JUAN COURT GHIGO, GA 95913 GON5TRUCTION PERIOD: APPROX START: 5/15/20 1 6 APPROX END: 5/15/2011 S/6.0317 ILn1U111 �BUTTECOUNTYDEVELOPMENTSERVICES REVIEWED FOR w CODE O PLIANCE DA'TE._ DATE: 3/25/2016 5CALE: ..�� SHOWN STM REVIEWED I 10TORY FOR CODE COMIJI_IANi;E SHEET A^,R 0 6 2016 *w TRB AND ASSOCIATE`' - viD (24"X36') WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MI5TAKE5, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAPTING BY: "Y��AM�'If.IROHAV 85 1 Cwoo, OAUPORNIn 95913 LYNNSMITHB 2®ATT.NET ENERSY GALCE BY: 9 9UN • �DESIGN5 'MAX ' / `` RAMIREZ THESE PLAN5 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 LIVABLE: 3 185 SLIFt TOTAL 67ARA6E: 918 5LIFt GOVEREP PATIO: 226 SgFt FRONT _ 361 SgFt REAR 593 SgFt TOTAL G.\U5er5\Lynn\D0cument5\Ghlef X1 Plans\Ned Morris - 3910 San Juan Court\Morris Plan.layout OWNER: MORRIS HOMES, INC - NED MORRIS (530) 624-3163 CELL EMAILADDRE55: Ned5ki5CAOL.com 0 COPYRIGHT 201 6 LYNN SMITH - DRAFTING 1 99 SYCAMORE VALLEY ROAD, ■' CHICO, GA 95913 _ . (530) 691-0555 WORK (530)514-0555 CELL :. xnew..ea.n.r ve+ EMAILADDRE55: LynnSmlth320ATTBet m� O q— T T I W V 4p Z Yr- W Z O Q .ter —11 v � NW 1r��y�ryE O �F 1�C LU U 0 V Z OL o v W QQ O O U' IL O LU m< LIVABLE: 3 185 SLIFt TOTAL 67ARA6E: 918 5LIFt GOVEREP PATIO: 226 SgFt FRONT _ 361 SgFt REAR 593 SgFt TOTAL G.\U5er5\Lynn\D0cument5\Ghlef X1 Plans\Ned Morris - 3910 San Juan Court\Morris Plan.layout OWNER: MORRIS HOMES, INC - NED MORRIS (530) 624-3163 CELL EMAILADDRE55: Ned5ki5CAOL.com 0 COPYRIGHT 201 6 LYNN SMITH - DRAFTING 1 99 SYCAMORE VALLEY ROAD, ■' CHICO, GA 95913 _ . (530) 691-0555 WORK (530)514-0555 CELL :. xnew..ea.n.r ve+ EMAILADDRE55: LynnSmlth320ATTBet MORK15 HOMES, INC. - NED MORRIS (530)624-5763 CELL EMAIL ADDRESS: Ned5kl"AOL.00m ®® LiiT t 4� (.�.:`�::. DATE_�5.�� "C .5,.,. , .I _. t , ... I,4.4 MAX RAMIREZ - GOLDEN SUN PF516N - ENERGY CALO5 STAIRS,_HANDRALS S GUARD5_ SITE ADDRE55: ENVIRONMENTAL QUALITY: cont. � e 22189 SAMSON AVENUE, GORNIN6, CALIFORNIA 96021 r- . 383 RIO LINDO AVENUE.200, CHICO, GA 95926 OWNER: MORRIS HOMES, INC-NED MORRIS -ice PHONE: (530) 321-1242 CELL �� EMAILADDRE55: Max®CadMama.com STAIR WIDTN: STAIRWAYS SHALL HAVE A WIDTH OF NOT LE55 THAN 36 INCHES. SPIRAL BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR 5.) AEROSOL PAINTS 4 GOATING5: 4.504.2.3 AEROSOL PAINTS 8 COATINGS SHALL MEET THE PRODUGT- (550) 624-3765 CELL _ Z STAIRWAY5 A5 PROVIDED FOR IN R31 1.7.1 APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE b WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) 4 OTHER REQUIREMENTS, INCLUDING FIRE�5ISTANT__GONSTRUGT-ION: STAIR HEADROOM: 5TAIRWAYS SHALL HAVE A MINIMUM HEADROOM GLEARANGE OF 80 V151BLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE DEPLETIN6 SUBSTANCES, IN SECTIONS 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE GONTINVOUS ABOVE TME STAIRWAY TO THE POINT WHERE THE CONTRAST WITH THEIR BACKGROUND. ADDRE55 NUMBERS SHALL BE ARABIC NUMBERS 94522( G )(2) b (D)(2) OF CALIFORNIA GODS OF REGULATIONS, TITLE 1 7, GOMMENGIN6 WITH SECTION R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R502S.1 LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM 94520; a IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT THROUGH R502 53. THE MINIMUM GLEARANGE SHALL BE. MAINTAINED THE FULL WIDTH OF THE STAIRWAY a STROKE WIDTH OF 1 /2 INCH. WHERE AGGESS I5 BY MEANS OF A PRIVATE ROAD 4 THE .ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, PW_ELL�6IS,A.RAGE_ANP/S7RSAREORT 5FPA�ONs BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC, WAY, A MONUMENT, POLE OR RULE 49. A FROM THE RESIDENCE 4 ATTICS: NOT LEIP THAN 1 /2 -INCH GYPSUM BOARD OR LANDING. 931 1.7.2. STAIRJ9ALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R31 9.1. 6.) VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT EQUIVALENT APPLIED TO THE GARAGE SIDE. DIRECTION OF TRAVEL THROUGH THE TURN b LOCATED 12 INCHES FROM THE 5IDE WHERE- Q THE REQUE5T OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT I5 NOT LIMITED TO, THE B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LE55 THAN THE WINDERS ARE NARROWER. THE 12 -INCH DIMEN510N SHALL BE MEASURED FROM THE ® FOLLOWING: 5TRUCTH TYPE X GYPSUM BOARD EQN6A WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF no A. MANUFACTURER'S PRODUCT SPECIFICATION R G OOR/CEILING A55EMBLIES USED FOR SEPARATION G. STRUGTURE(5) SUPPO TIN FL I 59E T R OI T OF THE WIDEST CLEAR 5 AI JAG T WITHIN THE FLIGHT THE P N WINDERS ARE AD EN B. VERIFICATION OF ON-SITE PRODUCT CONTAINERS. -I CH GYPSUM BOARD EQUAL R QUIR D BY THIS SECTION: NOT LE55 THAN i /2 N E E 1 1 4 WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R3 .7. R N PLANI.IINC � S N: Cz.__EE _______ ___1?--_ DE__�SZ. _ ET SY 7. GARP T5Y5T M : 4 43 ) E E 5 .50 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING THE SAME LOT: D. GARAGES LOCATED LE55 THAN 3 FEET FROM A DWELLING UNIT A TREADS 4. RISER_N STAIR TREADS 8 RISERS SHALL COMPLY WITH SECTION R31 1;7.5: DURING ONE OR MORE OF THE FOLLOWING MEASURES SHALL 8 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: EQUIVALENT APPLIED TO THE NOT LER THAN 1 GYPSUM BOARD IE R511,1_@ DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL NTED T PREY, IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION T A. CARPET 4 RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. EXTE I R INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. 4 RETAIN SOIL RUNOFF ON THE 51TE 4.106.1: B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING 4 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL 95L11.5.14Z RISER HEIGHT a TREAD DEPTH: THE MAXIMUM R15ER HEIGHT SHALL BE 7 A. RETENTION BA51NS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM EVALUATION OF VOLATILE ORGANIC CHEMICAL EM155ION5 FROM INDOOR SOURCES USING HAVE WALLS, UNDER -STAIR SURFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED 3/4 INGHE5; THE MINIMUM TREAD DEPTH SHALL BE 1 O INCHES: THE MINIMUM WINDER WATER ON THE SITE. ENVIRONMENTAL CHAMBERS:' VERSION 1.1, FEBRUARY 2010 (AKA SPECIFICATION 01 350.) 5IDE WITH 1 /2 -INCH GYPSUM BOARD. R302.1 TREAD DEPTH AT THE WALKLINE SHALL BE 1 O INGHE5; 4 THE MINIMUM WINDER TREAD B. WHERE STORM WATER I5 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION C.. NSF/ANSI 140 AT THE GOLD LEVEL. 5.) FIREBLOCKIN6. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKINS SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL I HORIZONTAL) 4 TO DEPTH SHALL BE b INGHE5. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE P. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAC,ETM GOLD. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, b BETWEEN A TOP STORY 4 THE 1 1 /4 INGHE5 SHALL BE PROVIDED ON STAIRWAY5 WITH SOLID RISERS WHERE THE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE BJ CARPET GU5HION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET TREAD DEPTH IS LESS THAN 1 1 INCHES. ENFORCING AGENCY. THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTE'S GREEN LABEL PROGRAM. ROOF SPACE. PIREBLQCKINN6 `SHALL_BE.EROyIPEPIN�N09_P-FRAME CONSTRUGTJONJN LH�pQLl.O4"IING R9.7._L1.5,2 STAIR TREADS 4 RISERS SHALL BE OF UNIFORM SIZE 4 SHAPE THE G. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT 9.) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE TOLERANCE BETWEEN THE LARGEST 4 SMALLEST RISER HEIGHT OR BETWEEN THE ORDINANCE. 4.504.1. LOOATlOLaS 830_2,1_ is A. CONGEALED SPACES OF STUD WALLS 4 PARTITIONS, INCLUDING FURRED SPADES 4 LARGEST 4 5MALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF METHODS TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION 4 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOY45: STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF P15POSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 8 OTHER WATER PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE 1) VERTICALLY AT THE CEILING B FLOOR LEVELS. STAIRS SHALL NOT EXCEED THE 5MALLEST BY MORE THAN 3/8 INCH. MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS e AID IN FOLLOWING: 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O FEET. RSA_jM5,3 NOSIN&5: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GROUNDWATER RECHARGE. 4.106.3 A. VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) 6. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL 4 HORIZONTAL GREATER THAN 9/ 16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1 /4 INCHES SHALL BE PROVIDED ON STAIRWAY5 WITH SOLID RISERS. THE GREATEST W_ TERF_FIGIF-NGV B_GONS.R�AT ION: HIGH PERFORMANCE PRODUCTS DATABASE. B.. PRODUCTS COMPLIANT WITH GHPS CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN 4 SPACES SUCH AS ODOUR AT SOFFITS, DROP CEILINGS 4 COVE CEILINGS. G. CONCEALED SPACES BETWEEN STAIR STRIN6ER5 AT THE TOP 6 BOTTOM OF THE NOSING PROJECTION SHALL NOT EXCEED THE 5MALLEST NOSING PROJECTION BY MORE INDOOR WATER CONSERVING PLUMBING FIXTURES a FITTINGS, SHALL COMPLY WITH THE SCHOOLS PROGRAM. RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R502.1. THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FOLLOWING 4.303.1: G. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. "STANDARD D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES 4 WIRES AT CEILING 8 FLOOR FLOORS 4 LANDINGS. BEVELING OF N051N65 SHALL NOT EXCEED 1 /21NCH. A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, METHOD FOR THE TESTING 4 EXCEPTION' OF DUAL FLUSH TOILETS 15 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR 5OURCE5 U51N6 LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME 4 A N051NG I5 NOT REQUIRED WHERE THE TREAD. DEPTH I5 A MINIMUM OF 1 1 INCHES. REDUCED FLUSHES 4 ONE FULL FLUSH. 4.303.1.1 ENVIRONMENTAL CHAMBERS" VER510N 1.1, FEBRUARY 201 O (AKA SPECIFICATION O 1 350). PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THI5 ANNULAR SPACE SHALL STAIR N6YLANPLN65;_ THERE SHALL BE A FLOOR OR LANDING AT THE TOP 8 BOTTOM OF 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 4 MEDIUM DENSITY NOT BE REQUIRED TO MEET THE A5TM E 1 36 REQUIREMENTS. E. FOR THE FIREBLOCKING OF CHIMNEYS 4 FIREPLACES, SEE SECTION R 1003.1 9. EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL C. SINGLE 5HOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER PSI. 4.303.1.3 MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE LIT L1�7L�_L._�ENTLATION $_HEATING: THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK D. MULTIPLE SHOWERHEAD5 SERVING ONE SHOWER: THE COMBINED FLOW RATE OF FOR COMPOSITE WOOD (11 OCR 931 20 ET SEW, BY OR BEFORE THE DATES SPECIFIED IN THOSE LIGHT 4 VENTILATION_ R3_05h LINE 4 THE TOTAL AREA I5 NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE SECTIONS, AS 5HOWN IN TABLE 4.504.5. 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55. EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE 5HOWER 12.) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THI5 SECTION SHALL BE PROVIDED AS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INCHES. SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO EXCEPTION_: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR AT A TIME. NOTE: A HAND-HELD 5HOWER SHALL BE rON51DERED A SHOWERHEAD. FOLLOWING: THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY AGGESS OR FLIGHT OF STAIRS, INCLUDING STAIRS IN ANENCLOSED GARAGE, PROVIDED A DOOR E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL A. PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE DOES NOT 5WING OVER THE STAIRS. R31 1.7.6. LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE S. CHAIN OF CUSTODY CERTIFICATIONS. MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR HAN7R6L5: STAIRWAY5 WITHIN DWELLING UNITS b SPIRAL STAIRWAYS ARE PERMITTED TO MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LE55 C. PRODUCT LABELED B INVOICED A5 MEETING THE COMPOSITE WOOD PRODUCTS REGULATION AREA BEING VENTILATED. HAVE A HANDRAIL ON ONE 5IDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 (SEE CCR, TITLE 1 7, SECTION 93 1 20, ET SEW. 2.) Al2J_O_INING RO_O.MS: FOR THE PURPOSE OF DETERMINING LIGHT I VENTILATION STAIRS WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R31 1.1.8. F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE P5- 1 OR PS -2 STANDARDS OF THE REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING HEICzHT-. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD N05INGS, OR FINISH EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN ASINZ5 2269 OR EUROPEAN 636 35 ROOM WHEN AT LEA5T ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN 4 SURFACE OF RAMP SLOPE. SHALL BE UNIFORM, NOT LE55 THAN 54 INCHES 4 NOT MORE TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE. BUT NOT TO STANDARDS. UNOBSTRUCTED 6 PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE THAN 38 INGHE5. R3 1 1.7.8. t. EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, 4 MUST DEFAULT TO A MAXIMUM FLOW E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. R303.2 6ftAS`PABILITY: HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS 5ECTION_4.505t_JNTERIOR MOISTURE CONTROL - 5.) BATHRQOJ-15: BATHROOMS, WATER CLOSET COMPARTMENTS 4 OTHER 5lmilar DIAMETER OF AT LEAST 1 1 /4 INCHES b NOT GREATER THAN 2 INCHES. IF THE HANDRAIL ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE 13.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 4 NOT REDUCTION. 4.303.1.4.4 VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE SLAB -ON -GROUND LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE GREATER THAN b 1 /4 INGHE5 WITH A MAXIMUM CRO55-5ECTION DIMENSION OF 21 /4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1 : AUTOMATIC IRRIGATION SYSTEM FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT 4 INGHE5. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER 4 INSTALLED AT THE TIME 5HALL AL50 COMPLY WITH THIS SECTION. LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES CONTINUITY: HANDRAILS FOR 5TAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 GUBIG FEET PER MINUTE OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER TO A POINT DIRECTLY A. CONTROLLERS SHALL BE WEATHER- OR 501L M015TURE-BASED CONTROLLERS LEAST ONE OF THE FOLLOWING: CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' A. A 4 -INCH -THICK (101.6 RNRN) BASE OF L/ZINCH (1 2.1 MM) OR LARGER GLEAN AGGREGATE CODE, CHAPTER 4. TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL NEEDS AS WEATHER CONDITIONS CHANGE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A HEATNy: 5HALL HAVE A SPACE OF NOT LESS THAN 1 1 /2 INCHES BETWEEN THE WALL 8 THE B. WEATHER-BA5ED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR CONCRETE MIX DESIGN, WHICH W ILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF HANDRAILS.. R3 1 1.1.8.2 COMMUNICATION SYSTEMS THAT AGCOUNT FOR LOCAL RAINFALL SHALL HAVE A USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R -Ob. MAINTAINING A MINIMUM ROOM TEMPERATURE OF 687 AT A POINT 3 FEET ABOVE THE EXGr;RTIONS: SEPARATE WIRED OR WIRELESS RAIN 5EN50R WHICH CONNECTS OR B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. FL 4 2 FEET FRO7M EEXTERIOR WALLS IN ALL HABITABLE ROOMS. R505R A HANDRAILS 5HALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE COMMUNICATES WITH THE CONTROLLER(5). SOIL MOISTURE -BASED CONTROLLERS G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 1OOR GEILI-NG TURN. ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE SIGNS OF _H�IGHSSa HABITABLE 5PACEi B. THE USE OF A VOLUTE. TURNOUT. STARTING EASING OR STARTING NEWEL 15 ALLOWED MATERIAL GONSERVATIONAB RE5OURGE�FFIGIENGY: WATER DAMAGE SHALL NOT BE INSTALLED. WALL b FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS OVER THE LOWEST TREAD. WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING 1.) RQPENL P_ROOFLNG: ANNULAR $PAGES AROUND PIPES, ELECTRIC GABLES, FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE CONTAINING THESE $PAGES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. GUARDS: SURFACES, STAIRS, RAMPS B LANDINGS THAT ARE LOCATED MORE THAN 301NGHE5 CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS WITH THE FOLLOWING: A. 1. MOISTURE CONTENT 5HALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE EXCEPTIONS: EXOE MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 SHALL BE PROTECTED AGAINST THE PA55AGE OF RODENTS BY MILER G SUCH OPENINGS WITH GEMENT MORTAR, CONCRETE MASONRY ORA SIMILAR METHOD MOISTURE METER. EQUIVALENT M015TURE VERIFICATION METHODS MAY BE APPROVED BY THE 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED INGHE5 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 ENFORCING AGENCY 8 SHALL SATISFY REQUIREMENTS FOUND IN SECTION 1 O 1.8 OF THIS CODE. FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT.OF AT LEAST 7 FEET 4 NO STRENGTH 4 ATTACHMENT IN ACCORDANCE WITH SECTION R31 2.. 2.) CON_5TRLQTION_PIA5Tfl_MANAGEMENT: RECYCLE AND/OR 5ALVA6E FOR REUSE A B. MOISTURE READINGS 5HALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1 21 9 MM) FROM PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LE55 THAN HEIGHT: REQUIRED GUARDS SHALL BE NOT LE55 THAN 42 INCHES HIGH, MEASURED MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION 4 DEMOLITION THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. 5 FEET. VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR WASTE IN ACCORDANCE WITH EITHER SECTION 4.4083 OR OR MEET G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 4 FLOOR 2. ) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INGHE5 THE THE LINE GONNEGTIN6 THE LEADING EDGES OF THE TREADS. R3 7 2.1.2. EMOLI2, NAGE4, AMORE STRINGENT LOCAL GONSTRUGTION 4 DEMOLITION WASTE MANAGEMENT FRAMING WITH DOCUMENTATION AGGEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME RE CENTER OF THE FRONT GLEARANGE AREA FOR FIXTURES AS SHOWN IN FIGURE R307.1.. EXGFP-TIONS: ORDINANCE. 4.408.7 OF APPROVAL TO ENCLOSE THE WALL I FLOOR FRAMING. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE A GUARDS ON THE OPEN SIDES OF STAIRS SHALLHAVE A HEIGHT NOT LE55 THAN 34 EXCEPTIONS: D. INSULATION PRODUCTS WHICH ARE V1516LY WET OR HAVE A NIGH MOISTURE CONTENT SHALL BE BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A INGHE5 MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF A EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET - SH SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INGHE5 ABOVE A SH THE TREADS B. WHERE THE TOP OF THE GUARD AL50 SERVES ASA HANDRAIL ON THE OPEN SIDES B. ALTERNATE WASTE IONMETE DEVELOPED BY WORKING WITH LOCAL APPLIED INSULATION PRODUCTS 5HALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE MINIMUM AREA 301NGHE5 BY 301NGHE5 AT THE SHOWERHEAD. IMUM A EA OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN INGHE5 8 NOT ION OR AGENCIES IF DIVER510N OR RECYCLE FACILITIES CAPABLE OF GOMPLIANGE WITH FAC SECTION 4THROOIN AI ITV b. EXHAUST_ EMERGENCY ESCAPE_8_RSG:. O MORE THAN 38 INGHE5 MEASURED VERTICALLY FROM A LINE GONNEGTING THE TH15 ITEM DO NOT EXIST OR ARE NOT LOCATED RFA50NABLY CLOSE TO THE 6J BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MEGHANIGALLY VENTILATED 4 EXHAU FANS. SLEEPING ROOMS SHALL NAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE 8 RESCUE LEADING EDGES OF THE TREADS. JHE ENP. INC AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS G. THE SHALL COMPLY WITH THE FOLLOWING. OPENING. 8310. THEY 5HALL NAVE A NILE HEIGHT OF NOT MORE THAN 44 INGHE5 ABOVE OP_ENI OIMITASPHER REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW ION NH SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL A, FANS SHALL BE ENERGY STAR COMPLIANT 4 BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. THE FLOOR 4 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. PASSAGE OF :SPHERE 4 INGHE5 IN DIAMETER FROM THE WALKING SURFACE TO THE O BOUNDARIES THE DIVERSION FACILITY. .UNLE55 FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE EXS,�QUAR N: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 REQUIRED GUARD HEIGHT. R31 2.1.3 I6 3.) CONSTRUGTIQN_ WA_5TEJ9ANA6EMEN_T_ P_LA�I: SUBMIT A GONSTRUGTION WASTE CONTROLLED BY A HUMIDITY CONTROL SQUARE FEET. EXGFROM WITH ITEMS A THROUGH E. THE CONSTRUCTION MANAGEMENT PLAN IN'LAN 6. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY MINIMU_M_OPENIN_G HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INGHE5. A FROM A HEIGHT OF 36 INGHE5 TO 42 INGHE5, GUARDS SHALL NOT HAVE OPENINGS A SH LL BE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY MINIMUM OPENING_WIPTH_: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. WHICH ALLOW PASSAGE OF A SPHERE 43/8 INGHE5 IN DIAMETER. DURING CONSTRUCTION FOR EXAMINATION 8Y THE ENFORCING AGENCY. 4.408.2 CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. EGRESS- B. THE TRIANGULAR THE OPEN SIDES OFA STAIR, FORMED BY THE RISER, A. IDENTIFY THE CONSTRUCTION 4 DEMOLITION WASTE MATERIALS TO BE DIVERTED G. B. A HUMIDITY CONTROL MAY, A SEPARATE COMPONENT TO THE EXHAUST FAN B IS NOT 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R31 1 THE EGRESS DOOR TREAD 4 BOTTOM RAIL SHALL NOT ALLOW PA55AGE OF A SPHERE 6 INGHE5IN RAIL HA L FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR REQUIRED TO BE INTEGRAL (I.O BUILT-IN). B 5HALL BE 5IDE-HINGED, 8 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INGHE5 DIAMETER. G. THE OPEN SIDES OF STAIRS SHALL NOT NAVE OPENINGS WHICH ALLOW PASSAGE OF FUTURE USE D. NOTES: FOR THE PURPOSES OF THIS SECTION, TI BATHROOM I A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM WHEN MEASURED BETWEEN THE FACE OF THE DOOR 4 THE STOP, WITH THE DOOR 4 8 GHES IN DIEM ETER. A SPHERE 3/ IN ONSALE. B. SPECIFY IF CONSTRUCTION 6 DEMOLITION WASTE MATERIALS WILL BE SORTED EXHAUST FANS 5HALL COMPLY WITH THE CALIFORNIA ERGY G EN ODE. INC SHA L NOT H IG T OF TH DOOR OPEN L TH INIMUM CLEAR E H E OP N 90 D GREE$. E M E E R T OPENING OF AN OPERABLE WINDOW IS W_INPONSSILL� IN DWELLI NIN UNITS WHE E HE ON-SITE SOURCE SEPARATED OR U K MIXED SINGLE STREAM . G O M N EN_T6 5E. SLON_4NG UR ROM TH TOP OF THE THRESHOLD TO BE LE55 THAN 78 INGHE5 IN HEIGHT MEAS EDF E LOCATED MORE THAN 72 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE G. IDENTIFY DIVER510N FACILITIES WHERE THE CONSTRUCTION a DEMOLITION WASTE 4:_ -CO SYSTE_QR_L i 7.) HEATING 4 AIR-CONDITIONING DESIGN: 4.501.2 HEATING 4 AIR-CONDITIONING SYSTEMS SHALL THE BOTTOM OF THE STOP. LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 241NGHE5 MATERIAL WILL BE TAKEN. R EQUIP BE SIZED, DESIGNED 4 HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH 5IDE OF EACH EXTERIOR DOOR. ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF A. THE HEAT LO55 4 HEAT GAIN IS ESTABLISHED AGGORDING TO AN51/ECCE 2 MANUAL J-2004 THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW CONSTRUCTION b DEMOLITION WASTE GENERATED. (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE PA55AGE OF A SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN E SPECIFY THAT THE AMOUNT OF GONSTR b DEMOLITION WASTE MATERIALS METHODS. DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE HEINCH-DIAMETER 24 INGHE5 OF THE FINISHED FLOOR. R3 12.2.1 B&HT DIVERTED SHALL BE GALGVLATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. DUCT SYST M INC ANSI/VALE 1 MANUAL 0-2009 (RESIDENTIAL DUCT B. DUST SYSTEMS ARE HAZED NOT TO EXCEED 1 /4 UNIT VERTICAL IN 1 2 UNITS HORIZONTAL (2 -PERCENT). 4J WASTE MANAGEMENT_QOMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, 0OKS O HE SYSTEMS), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3.) STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS LEGAL REQUIREMENTS: APPROVED BY THE ENFORCING AGENCY, WHICH GAN PROVIDE VERIFIABLE O SELECT HEATING 4 COOLING EQUIPMENT ACCORDING TO AN51/ACCA 3 MANUAL 5-2004 ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOW THE REQUIRED HEADROOM T 7, ) PERMIT ON SITE: A DOPY THE BUILDING PERMIT MUST BE KEPT ON SITE UN IL THE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION WASTE (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. HEIGHT. HANDRAILS 5HALL NOT PROJECT MORE THAN 4.5 INGHE5 ON EITHER SIDE OF WORK I5 COMPLETED 4 A FINAL INSPECTION HAS BEEN MADE. R 105.7 NA MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE EXCEPTION_: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION W T 4 OW THE i TH OF THE STAIR AY A BEL IRW Y a TH MINIMUM CLEAR W D THE STA A E 10 L NATION I N FLOOD HA ZARF AREAS AN ELEVAT N 2. LOWEST FLOORE E OWNER OR-0ONTRAGTOR MAY MAKE THE DETERMINATION IF THE GONSTRUGTION 4 ARE AGGEPTABLE. O 55 THAN 31 i/2 4 AN INGS 5HALL N TBE LE HANDRAIL HEIGHT, INCLUDING TREADS L D O O G OF H LOWEST LO R BEF RE GERTIFIGATE 15 REQUIRED AFTER PLA EMENT T E F EMOLITION WASTE MATERIALS WILL BE DIV RTD Y A WASTE MANAGEM NT D E E B E INSTALLER- � SPEG_IAL_INSPEGTORS;_ INGHE5 INHERE A HANDRAIL IS INSTALLED ON ONE SIDE 4 27 INGHE5 WHERE HANDRAILS PROCEEDING WITH CONSTRUGTIDN ABOVE. R 106.1.3. COMPANY. ARE PROVIDED ON BOTH SIDES. FOUL 4 DRAINAG€ 5.) WA5TE. STREAM REDJlGTLON ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL INSTALLER TRAINING: 102.1 HVAC 5Y5TEM INSTALLERS SHALL BE TRAINED 4 CERTIFIED IN THE PROPER IVAT�ONS COMBINED WEIGHT OF CONSTRUCTION 4 DEMOLITION WASTE DISPOSED OF IN LANDFILLS, INSTALLATION of HVAC SYSTEMS INCLUDING DUCTS 4 EQUIPMENT BY A NATIONALLY OR REGIONALLY F RE SPRINKL RSISTEM: -I - - - DRAINAGE: R401.3 SURFAGE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER WHICH DO NOT EXCEED FOUR (4) LB5./5Q. FT. OF THE BUILDING AREA SHALL MEET THE RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PER50NB MAY PERFORM HVAG 1.) AN AUTOMATIC, RESIDENTIAL FIRE SPRINKLER SYSTEM 5HALL BE INSTALLED. R31 3 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION IN5TALLATION5 WHEN UNDER THE DIRECT SUPERVISION 4 RESPONSIBILITY OF A PERSON TRAINED 4 CERTIFIED EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE HAZARD. LOTS 5HALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. q 408.1. TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXI5TING BUILDINGS THAT ARE NOT THE GRADE SHALL FALL A MINIMUM OF 6 INGHE5 WITHIN THE FIRST 10 FEET. bJ DOGUMENTATJON: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGGEPTABLE HVAC TRAINING e CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. 931 5.2 EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT b OF FALL WITHIN 10 FEET. DRAINS OR 5WALE5 SHALL BE CONSTRUCTED TO ENSURE AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS i THROUGH FOLLOWING: 2.) WHERE INSTALLED, RE51DENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, INCHES DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE 5, SECTION 4.408.3 OR SECTION 4.408.4. 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 5HALL BE IN ACCORDANCE WITH NFPA 7 3D OR SECTION R31 3. BUILDING FOUNDATION SHALL BE SLOPEP A MINIMUM OF 2 PERCENT AWAY FROM THE A. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING, 2. PUBLIC UTILITY TRAINING PROGRAMS. I� SMOiGE_ ALARMS: BUILDING. STANDARDS CODE (RESIDENTIAL)" LOCATED AT W W W.HGDCA.GOV/ S. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R314: FRAMING GENERAL: CAL&REEN.HTML MAY BE USED. TO ASSIST IN DOCUMENTING COMPLIANCE WITH VERIFICATION ORGANIZATIONS. A. IN EACH SLEEPING ROOM. R3 14.3. THIS SECTION. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE R 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION B. MIXED CONSTRUCTION 4 DEMOLITION DEBRIS (G4D) PROCESSORS GAN BE 5. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. BEDROOMS. R31 4.3 WITH A MINIMUM 1 DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING 4 SPEOIAL.INSPECTION: 702.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN BOLTS 5HALL BE EMBEDDED AT LEAST Y INTO THE CONCRETE 4 SHALL BE RECOVERY (CALRECYGLE). RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS 'INDIVIDUAL DWELLING UNIT THE ALARM DEVICES 5HALL BE INTERCONNECTED IN SUCH A SPACED NOT MORE THAN 6' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS NS.E_FERENC: AT THE TIME OF FINAL INSPECTION, A MANUAL, 1J OPACT TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2' OR LE55 THAN 4" FROM VIOO. INEB-BASE COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA AGGEPTABLE TO THE SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE 5ATISFAGTION OF THE ENFORCING THE INDIVIDUAL UNIT.. EACH END OF THE PIECE. R403. 1.6 ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER LL RE 3J SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING 2J PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INGHE5 BY 3 INGHE5 IN SIZE, SHALL BUILDING: GERTIFIGATIONS OR QUALIFICATIONS AGGEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING PROVIDED THAT $UGH SERVED FROM A COMMERCIAL SOURCE B SHALL BE BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE 4 THE NUT EXCEPT WHERE 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING A6ENGY WHEN EVALUATING THE ERY B C EQUIPPED WITH A BATTERY BACKUP. R314.4 APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER IS WITH THE BUILDING THROUGHOUT THE LIFE GYGLE OF THE STRUCTURE. QUALIFICATIONS OF A SPECIAL INSPECTOR: EXCJEPTION5: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 6 INCH 2, OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD EXISTING 5UU�ILDINGS WHERE NO CONSTRUCTION I5 TAKING PLACE. LARGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 3/4 A, EQUIPMENT 4 APPLIANCES, INGLUDIN6 WATER -SAVING DEVICES 4 SYSTEMS, PUBLISHER. CARBON-MONOXIDE__A_LARMS: INGHE5, PROVIDED A STANDARD GUT WASHER IS PLACED BETWEEN THE PLATE i HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH A5 WASHER 4 THE NUT. R602.1 EQUIPMENT. HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 4 HOME ENERGY AUDITORS. 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE 3J FOUNDATION PLATE5 OR SILL5 THAT REST ON EXTERIOR FOUNDATION WALLS 4 B. ROOF 4 YARD DRAINAGE, INGLUDIN6 GUTTERS 4 DOWNSPOUTS. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE INSTALLED IN DWELLING UNITS 41N SLEEPING UNITS WITHIN WHICH FUEL -BURNING ARE LE55 THAN POSED EARTH SHALL BE OF NATURALLY DURABLE OR G. SPADE CONDITIONING SYSTEM GLUDING GONDEN5ER5 a AIR FILTERS. APPROPRIATE TRADE. APPLIANCES ARE INSTALLED a IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. T EATED I PRESERVATIVE -TREATED WOOD. - N D. LANDSCAPE IRRIGATION SYSTEMS. 4. OTHER PROGRAMS AGGEPTABLE TO THE ENFORGIN6 AGENCY. RS 1 5. 4.) POSTS, GIRDERS, JOISTS 4 BUBFLOOR LOCATED IN A CRAWL SPACE MUST BE E WATER REUSE SYSTEMS. NOTE5: 2.) CARBON MONOXIDE ALARMS REQUIRED BY 5ECTIONS RS 1 5.1 4 R31 5.2 SHALL BE NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55 3, INFORMATION FROM LOCAL UTILITY, WATER 4 WA5TE RECOVERY PROVIDERS ON 1, SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS INSTALLED IN THE FOLLOWING LOCATIONS: THAN 1 8" OR WOOD GIRDERS ARE LESS THAN 1 2" ABOVE THE EXPOSED &ROUND. METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE 5.) WOOD ROOF TRUSS MEMBERS 4 COMPONENTS SHALL NOT BE GUT, NOTCHED, PROGRAMS 4 LOCATIONS. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMM15SION (CEG) VICINITY OF THE BEDROOM(5). DRILLED, 5PLICED OR OTHERWI5F ALTERED IN ANY WAY W ITHOUT THE WRITTEN q PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.. APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRUSS DESIGN SHALL 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE YVOOD_PROTECTION: TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. HUMIDITY BETWEEN 30-60 PERCENT 8 WHAT METHODS AN OCCUPANT MAY USE TO OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER 1.) PROTECTION OF WOOD 4 WOOD BA5ED PRODUCTS FROM DECAY SHALL BE FLOOR F_RA�MINC?: MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE 5PECIAL INSPECTORS SHALL PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL b. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE 4IRRIGATION DESIGN b DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A OR WOOD THAT 15 PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U i FOR THE MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS CONTROLLERS WHICH CONSERVE WATER CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL A550CIATION, AS DETERMINED SPECIES, PRODUCT, PRESERVATIVE 4 END USE. 5ection r31 7. PRESERVATIVES SHALL SHALLHAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 1 50 SOFT OF 1. INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DOWNSPOUTS 8 THE IMPORTANCE OF THE LOCAL E THE AREA OF CERTIFICATION 5HALL BE CLOSELY RELATED TO THE PRIMARY JOB BE LISTED IN SECTION 4 OF AWPA U 1. UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED SO AS TO PROVIDE GROSS DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. FU FUNCTION, AS DETERMINED ET MIN THE LOCAL AGENCY. A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION-RES15TANT 6. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INGLUDIN6, BUT S NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE THAN 1 8 INGHE5 OR WOOD 61RDERS WHEN CLOSER THAN 1 2 INGHE5 TO THE WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /8" OR OTHER APPROVED NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. MATERIALS THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIH1 CODE. 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 9. INFORMATION ABOUT STATE SOLAR ENERGY 4INCENTIVE PROGRAMS AVAILABLE. TI 703.1 DOCUMENTATION USED TO SHOW GOMPLIANGE WITH THIS GODS SHALL INCLUDE BUT LLIMITE I PERIPHERY OF THE BUILDING FOUNDATION. DIMENSION. R408 1 O. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE 15 NO NOT LIMITED TO T N DOCUMENTS, PLAN BUILDER OR INSTALLER 5. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 2,) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE AGGESS OPENING NOT ENFORCING AGENCY OR THIS CODE. C CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS AGGEPTABLE PPOTION REP H DS ACCEPTAB, THE ENFORCING AGENCY FOUNDATION WALL5 4 ARE LESS THAN 8 INGHE5 FROM THE EXPOSED GROUND. LE55 THAN 18" BY 24". R408.4 ENVIRONMENTAL QUALITY: ME WHICH DEMONSTRATE 5UB5TANTIAL GONFORMANGE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL G. SILLS 4 SLEEPERS ON A CONCRETE OR MASONRY SLAG THAT 151N DIRECT CONTACT ROOF B CEILING FRAMING.:_ - SECTION 4 501; MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE INSPECTION IS NEGE55ARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN WITH THE GROUND UNLE55 SEPARATED FROM $UGH SLAB BY AN IMPERVIOUS 1) ATTIC VENTILATION: ATTICS 8 ENGLOBED RAFTER SPACES SHALL HAVE CROSS ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 4 WELL BEING OF A BUILDINGS THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY MOISTURE BARRIER. D. THE ENDS WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE VENTILATION FOR EACH SEPARATE $PAGE. A MINIMUM OF 1"OP AIRSPACE IS INSTALLERS, OCCUPANTS 4 NEIGHBORS. 1.) FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED- MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. WALL5 HAVING GLEARANGE$ OF LESS THAN 1 /2 INCH ON TOPS, SIDES 4 ENDS. IN REQUIRED BETWEEN THE INSULATION 8 THE ROOF SHEATHING. THE NET FREE COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH E. WOOD SIDING, SHEATHING b WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING VENTILATING AREA SHALL NOT BE LE55 THAN 1 / 150 OF THE AREA OF THE SPACE U.5. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES 4 A CLEARANCE OF LESS THAN b INGHE5 FROM THE &ROUND OR LESS THAN 2 INGHE5 VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE HKEPLAGES SHALL AL50 COMPLY WITH APPLICABLE LOCAL ORDINANCES. MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO 5LAB5, 4 SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. R506 2.) POLLUTANT GONTROL: 4.504.1 COVERING OF DUCT OPENINGS 4 PROTECTION OF SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF THE MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, F. WOOD STRUCTURAL MEMBERS 5UPPORTING MOISTURE -PERMEABLE FLOORS OR AREA WHEN AT LEAST 40% 8 NOT MORE THAN 50% OF THE REQUIRED VENTILATORS DURING STORAGE ON THE CONSTRUCTION SITE 4 UNTIL FINAL STARTUP OF THE HEATINGI ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 COOLING 4 VENTILATING EQUIPMENT, ALL DUCT b OTHER RELATED AIR DISTRIBUTION SLABS, UNLE55 SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS BJ ATTIC ACCESS: AN OPENING NOT LE55 THAN 20" BY 30" SHALL BE PROVIDED TO COMPONENT OPENIN65 SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER MOISTURE BARRIER ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, 6. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. R807.1 DUST 4 DEBRI5, WHICH MAY ENTER THE SYSTEM. TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALL5 BELOW pp SAFETY GLAZI[iG:. 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH TH15 SECTION. 4.504.2.1 ADHE51VE5, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS CAULKS GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER I5 APPLIED BETWEEN THE 4 HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: U5ED ON THE PROJECT SHALL MEET THE REQUIREMENTS OP THE FOLLOWING STANDARDS WALL 8 THE FURRING STRIPS OR FRAMING MEMBERS. i J GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED 4 OPERABLE PANELS OF UNLE55 MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY 2.) LUMBER 8 PLYWOOD REQUIRED TO BE PRE55URE-PRESERVATIVE-TREATED IN SLIDING DOOR 4 BIFOI-D A55EMOLIES, b GLAZING IN STORM DOORS. MANAGEMENT DISTRICT RULES APPLY: ACCORDANCE WITH SECTION R318.1 SHALL BEAR THE QUALITY MARK OF AN 2J GLAZING IN DOORS a ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM A. ADHESIVES, ADHESIVE BONDING PRIMER5, ADHESIVE PRIMERS, SEALANTS, SEALANT APPROVED INSPECTION AGENCY. ROOMS, BATHTUBS 4 SHOWERS, B GLAZING IN ANY PORTION OF A BUILDING WALL PRIMERS, B CAULKS 5HALL COMPLY WITH LOCAL OR RE61ONAL AIR POLLUTION 3.) WOOD COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR ILS 4 6I6 HANDRAILS 8 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED GLAZING 15 LE55 THAN 60" ABOVE A STANDING SURFAGE. 5CAQMD RULE 1 160 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS PERFORMANCE LEVELS b DEMONSTRATING GOMPLIANGE WITH THE PROVI510N5 OF 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR W HERE APPLICABLE. SUCH PRODUCTS ALSO 5HALL COMPLY WITH THE RULE 1 1 be ASTM D 1032. THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24" ARG OF EITHER A PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.20 ), DICHLORIDE. METHYLENE CHLORIDE. PERCHLOROETHYLENE 4 TRICHLOROETHYLENE), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 4 WHERE THE BOTTOM EXCEPT FOR AER050L PRODUCTS, A5 5PEGIFIED IN SUBSECTION 2 BELOW COMBINATION OF THESE METHODS: EXPOSED EDGE OF THE GLAZING I5 LESS THAN 60- ABOVE THE WALKING SURFAGE. B. AEROSOL ADHESIVES, 4 SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKING A. CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R318.2. THI5 PROVISION DOES NOT APPLY WHEN THERE I5 AN INTERVENING WALL BETWEEN COMPOUNDS (IN UNITS OF PRODUCT, LE55 PACKAGING, WHICH DO NOT WEIGH MORE B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED ACCORPIN6 TO THE LABEL THE DOOR a GLAZING, WHERE AGGESS THROUGH THE DOOR 15 A OL05ET 3' OR LESS IN THAN 1 POUND 4 DO NOT CON515T OF MORE THAN 16 FLUID OUNCES) 5HALL COMPLY G. PRE55URE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE DEPTH, OR TO GLAZING IN WALL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN A WITH STATEWIDE VOO STANDARDS 4 OTHER REQUIREMENTS, INGLUDIN6 PROHIBITIONS GLAZED POSITION, OTHER THAN THE WALL TOWARDS WHIGS THE DOOR SWINGS. ON USE OF CERTAIN TOXIC, COMPOUNDS OF CALIFORNIA CODE OF REGULATIONS TITL E PROVISIONS OF SECTION R3 1 7.7. 4.) GLAZING WHERE THE INDIVIDUAL PANE IS GREATER THAN 9 SQFT, HAS A BOTTOM 1 7, COMMENCING WITH SECTION 94507. WOOD. D. NATURALLY DURABLE TERMITE -ED EDGE LE55 THAN 1 8° ABOVE THE FLOOR 8 A TOP EDGE GREATER THAN 36" ABOVE 4J PAINTS 4 COATINGS: 2.2 ARCHITECTURAL PAINTS b COATINGS SHALL COMPLY WITH E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R318.3 4 USED IN LOCATIONS AS IN ECT THE FLOOR, 415 ADJACENT TO A WALKING SURFAGE OF TH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS 5PEGIFIED IN SECTION 8.1' 5.) GLAZING ADJACENT TO STAIRWAY5, LANDINGS 4 RAMPS WITHIN 36" HORIZONTALLY OF SHOWN IN TABLE UNLE55 MORE STRINGENT LOCAL LIMITS APPLY. THE CONTENT FR F. COLD -FORMED 5TEEL FRAMING IN ACGORDANGE WITH SECTIONS R505.2.7 b A WALKING 5URFAGE, WHEN THE EXPOSED SURFAGE OF THE GLASS IS LE55 THAN 60"' GS THS, CO LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS R603.2.1. ABOVE THE PLANE OF THE ADJACENT WALKING SURFAGE. CATEGORIES LISTED IN TABLE 4.5043 SHALL BE DETERMINED BY CLA55IFYINO THE COATING 5.) CHEMICAL TERMITIGIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/OR FIELD 6.) GLAZING ADJACENT TO STAIRWAY5 WITHIN b0" HORIZONTALLY OF THE BOTTOM A5 A FLAT, NONFLAT OR NONFLAT-HIGH CLO55 COATING, BASED ON ITS GL055, AS DEFINED APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD IN SUBSECTIONS 4.21, 4.36, 4 4.31 OF THE 2001 CALIFORNIA AIR RESOUROE5 BOARD, OF TREATMENT THE CHEMICAL TERMITIGIDE SHALL BE IN STRICT AGGORDANGE WITH TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED 5URFAGE OF THE SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLA7 OR NONFLAT-HIGH L THE TERMITIGIDE LABEL. GLA5515 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. GL055 VOG LIMIT IN TABLE 4.504.3 SHALL APPLY. 6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERMITEPREVENTION, 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. MORK15 HOMES, INC. - NED MORRIS (530)624-5763 CELL EMAIL ADDRESS: Ned5kl"AOL.00m ®® LiiT t 4� (.�.:`�::. DATE_�5.�� "C .5,.,. , .I _. t , ... I,4.4 MAX RAMIREZ - GOLDEN SUN PF516N - ENERGY CALO5 bUMMl1 5I KUGI UKAL DE51GN - 5TKUGTUKAL ENGINEER C:\U5er5\Lynn\Documents\Chief X1 Plans\Ned Morrl5 - 3910 Ban Juan Court\Morrl � e 22189 SAMSON AVENUE, GORNIN6, CALIFORNIA 96021 r- . 383 RIO LINDO AVENUE.200, CHICO, GA 95926 OWNER: MORRIS HOMES, INC-NED MORRIS -ice PHONE: (530) 321-1242 CELL �� EMAILADDRE55: Max®CadMama.com ," (530) 592-4407 WORK EMAILADDRE55: Ryland®SummltGhlco.com (550) 624-3765 CELL _ Z _ EMAILADDRE55: Ned5kl5®AOL.com II x 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. DRAMTN6 BY: q5H (550) 891-0585 19 YLA.OREVALLCYROAO CHI 0. GAUFaawA 95473 LYNNBMITH320ATT.NCT CALCS BY: P, GOLDEN SUN 'DESIGNS k. MAX RAMIREZ THESE PLAN5 HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THIS ENGINEER FOR EACH .. m, L r- O 94� ty I W v zT Z 0 U �r W 11I LL r .a V. � � X- Y Q v^, UD N Q rz Y- '` W V :� ® I V zi O ka I-' z W ,-1 O V Q vv Ill ® < C m no V_ I n, �z .0 < VI O V, LU IL I d�8)� r VI In m tn -1 d NK W ~ O 1- 13Z -1 W V W wf� ZJF %D0ul LIVABl-E: 3 1 83 SLIFt TOTAL GARAGE: 9'78 SgFt GOV_ERED PATIO: 226 5gFt FRONT _ 3 6'L 5gFt REAR 593 5gFt TOTAL DATE: 3/25/2016 50ALE: SHOWN at O V T STORY SHEET O O 0 COPYRIGHT 201 6 1 99 SYCAMORE VALLEY ROAD, CHICO. OA 95973 (530) 891-0585 WORK (530)514-0565 CELL EMAILADDRE55: LynnSmlth32oATTAet 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, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFYTHAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7-0" WHERE SLAB IS UN -REINFORCED. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 Y2" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 1) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. , 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED K 6-4 POSTS/TRIMMERS: L A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH LLH ALT EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. LLV B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE LONG BLDG TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: LVL A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING MAX BOTT (B) WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD MB BTF WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE MECH BTWN SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MFR B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". MIN C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, MISC. CIP USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN MTL CJ CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT (N) CLR ICC REPORT. NS D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER NSA COL HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). NTS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE OC CONN NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. OD F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY OH CONT WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN OPNG CONTR ACCEPTABLE ALTERNATIVE. OVS G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. PDF H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PERP CTSK PER PLANS AND DETAILS. 6-6 CONNECTIONS: DOUBLE PLWD A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. PLCS B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE PP DIA WASHERS WHERE BEARING AGAINST WOOD. PT C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED P/C EA BEFORE CLOSING IN OR AT COMPLETION OF JOB. P/T D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-2 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-0" B. 2X8 DF -L #2: 12'-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. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1 = 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SDI = 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 10.9 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 0 l . . III, 1111 � f AB ANCHOR BOLT K ADD'L ADDITIONAL L AD1 ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROLJOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/O JT JOINT KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT f LW11I 41 __ '61 to- 03 / -1 _ _ PUTT E:'OUNTYDEVELOPMENTSt:H II -CIES CODE MPLIANCE fJATE q, // to/./ BY �! Q�OFESS/k K. � P F rNo. 75688'-" * E 6/ 0/16 J� CIVIC �P 9TFOF CALIF 0� 2/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 W a U O o ammlom 00U J M Q zao rvooo- U D Q w D [� O D V G Q LnO o� M V J REVISIONS: DATE: 2/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-136 SHEET: SN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ WS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 H U48TF/H U41 OTF/H U 4127 16d 10d 6X8/6X10/6X12 H U68TF/H U61 OTF/H U 6127 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. WALL CONTINUES WHERE TOP PLATE �—OCCURS PER PLAN SHEAR PLY PER SHEAR WALL SCHEDULE TYPES "6" AT HEADER, TYP PER - —± —+ 6/SDI EN i HEAR PLY AND NAILING EN PER PLAN + --EN, AS REQ'D. BY + +I + + (5) 16d� + + +, + + + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2 " DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" 3/4- /4"_— + _+ +— +— ± —+ BLOCK TYP. — — —f T — 11 T n — — n — — — T TYP SSTB24 10 SCREWS MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO I AND SPACING 11 I IPARTIAL EN PER SHEAR MUDSILL + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS WALL SCHED. 260 +I AS REQ'D + II II °) I°I PLAN AT TOP PLATE CORNER AND TEE WIDTH) LONG ABOVE AND BELOW z °I I 8d ®4 O.C. II I I I I+I SH — — O.C. CENTERED ON OPENING. WRAP wAN ' 15" RBC AT 1'-2" O.C. HEADER ---I�---I-I+ I`I I I I I 1 1 I 3TUD I I I PROVIDE CONTINUOUS STRAP OVER DBL 2X TOP PLATE ST126 STRAP, U.N.O., 2 MAX PER SHEAR WALL SCHEDULE, OTHERWISE it I °I II PER PLAN °I°I I•I 4X6 BLK G PER DETAIL BELOW CENTERED ON DISCONTINUITY MIN „ 4-0 MAX AT WALLS OVER 11 HEIGHT PT DF—L II II pl it II (I (I I•I II + I•I I+I+I I I I I TYP. II I°I —.-- I 1 I1 I II LI III. LI A 6'-0" MAX AT WALLS UNDER 11' HEIGHT SILL CS16 STRAP ---- -- II 1+ N I•I I•I TYP 1.1°I 1i ---ll -- + +— + — + --J— Imo+ —_ —iEN' TYP PLATE WASHER 7" MIN I I+ I 1 1 STUD DIRECTLY UNDER SPLICE, TYP. X 3" X .229", TYP- 2'-0" I (Lo I I I o� TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 m I I+ I HOLDOWN (5) 16d AT CORNER OR INTERSECTING WALL 2"Oil H DIA AB WITH �� FNDN PER 2 HOOK, TYP PLAN TRIMMERI I POST PER r a 3 SINKERS4'-0" "ERS AT „ YP 16d KBETWEEN PER PLANS i I+ PLAN 0 (12) MIN. SPLICES 16d SINKERS AT 16" D.C. (12) MIN SPLICES GENERAL NOTES KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH (12) MIN. BETWEEN SPLICES STUD DIRECTLY UNDER SPLICE, TYP. INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE TYPICAL SIMPSON HANGER SCHEDULE 12 TYPICAL SHEAR WALL PORTAL DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE SDZ NO SCALE SD1 NO SCALE TOP PLATE PER 6/SDI —2 1/2" MAX. DEPTH FOR 2X4 PLATE STRAP 3 1/2" MAX. DEPTH FOR 2X6 PLATE SHEAR PLY AND 2X4 BLK'G NAILING PER PLAN �5 1/2" MAX E.N. TOP PLATE N PER 6/SDI HEADER KING STUDS PER PLANS /# MAY VARY A ' N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH PER 6/SD1 1 1/2"I WALL FRAMING MAX, TYP. I 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 E.N. PLY AT BLK'G/HDR EAR PLY D NAILING 2 PLAN E.N. PLY AT BLK'G/SILL _ 1.) SILL PLATE SHALL BE 2X PT DF—L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. DBL 2X TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 SD1 NO SCALE SDI ® "\PROVIDE GAP III E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH BLOCK TYP. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 11 11 SOLID POST PER PLAN WHERE OCCURS SSTB24 10 SCREWS 6" OPENING WIDTH I AND SPACING II II II I+I I+I II II II TRIMMERS EN PER SHEAR MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. # MAY VARY WALL SCHED. 260 AS REQ'D CS16 STRAP X (10 —0" + OPENING = II II °) I°I EDGES, TYP WIDTH) LONG ABOVE AND BELOW z °I I 8d ®4 O.C. II OPENING WITH 10d NAILS AT 2 1/16" z II II SH — — O.C. CENTERED ON OPENING. WRAP wAN SCHEDULE RBC AT 1'-2" O.C. PI AT CORNERS WHERE THEY OCCUR. 0- I`I I•I FE 3TUD I I I PROVIDE CONTINUOUS STRAP OVER 1 I it I °I II MULTIPLE WINDOWS WHERE OCCURSIL °I°I I•I I I I I PER I II I II II II II pl it II (I (I I•I II II I I•I II II II II II II II pl —°-ll ---- II I°I —.-- I 1 I1 I II LI III. LI A I I I,I I°I LI BOTTOM PLATE III II N I•I I•I TYP 1.1°I 1i ---ll -- RI --1 --J— E.N. PLY AT BLK'G/HDR EAR PLY D NAILING 2 PLAN E.N. PLY AT BLK'G/SILL _ 1.) SILL PLATE SHALL BE 2X PT DF—L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. DBL 2X TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 SD1 NO SCALE SDI CONSENT FROM THE ENGINEER OF RECORD. ® "\PROVIDE GAP III E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 660 C NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 11 11 ® POST PER PLAN WHERE OCCURS SSTB24 10 SCREWS 6" I +1 I II II CONSENT FROM THE ENGINEER OF RECORD. ® "\PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 16'-0" A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X6 (1) 2X6 UP TO 8'-0" (2) 2X6 (2) 2X6 UP TO 16'-0" (2) 2X6 (3) 2X6 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM HOLDOWN HOLDOWN MODEL POST NUMBER SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPEHOEDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR 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 DETAIL 9/SD2 FOR THICKENED FOOTING AT SSTB, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL OPENING STRAPPING DETAIL f 8 1 TYPICAL STUD WALL ELEVATION 5 1 TYPICAL HOLDOWN SCHEDULE F2 NO SCALE SD1 NO SCALE SD1 NO SCALE TOP PLATE PER 6/SD1 TOP PLATE PER 6/SD1 J WALL FRAMING PER PLAN, TYI 1/2 STRAP LENGTH PROVIDE PANELS TOP PLATE PER 6/SD1 MFR, 1/8 — E.N. TYP BLOCK AT ALL SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE — E.N. TYP SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS --I EDGE5 AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 10 NO SCALE SD1 CONTINUOUS WA WHERE OCCURS - PLY AND IvruLINU PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE 16" MAX SPACING - SD1 NO SCALE SD1 SD1 CORNER WHERE OCCURS _ (5) 16d NAILS AT LAPPED CORNERS, TYP A " � PER ARCH STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM QL X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. II SHEAR MUDSILL THICKNESS II 2X BLOCK 1+1 PANEL EDGE II GAP BETWEEN FLAT, TYP I I FIELD NAIL PER WALL II I S REQ'D BY II II 1 SHEAR WALL SCHED. A35 AND RBC LOAD MIN I I +1 I II II I AND SPACING II II II I+I I+I II II — E.N. TYP BLOCK AT ALL SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE — E.N. TYP SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS --I EDGE5 AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 10 NO SCALE SD1 CONTINUOUS WA WHERE OCCURS - PLY AND IvruLINU PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE 16" MAX SPACING - SD1 NO SCALE SD1 SD1 CORNER WHERE OCCURS _ (5) 16d NAILS AT LAPPED CORNERS, TYP A " � PER ARCH STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM QL 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 II GAP BETWEEN I,I°I II FIELD NAIL PER WALL AND 1/2" DIAMETER S REQ'D BY II II 1 SHEAR WALL SCHED. A35 AND RBC LOAD MIN I I I I AND SPACING AND SPACING II II II EN PER SHEAR MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. I I WALL SCHED. 260 AS REQ'D I°I°I II II RBC AT V-8" O.C. EDGES, TYP I I COMPRESSION 12d ®5 O.C. 8d ®4 O.C. II SHEAR PLY II P AS REQ PERTHOLDOWND 4k AB ® 2'-9" O.C. — — PER SHEAR SCHEDULE RBC AT 1'-2" O.C. PI WALL SCHED. i•I I•I —\., Il 3TUD I I I I II II ( I it I °I II I°I I°I (I II II I HOLDOWN I I I I PER I II I II II II II pl it II (I (I I•I II SCHEDULE I I•I I1 I•I II II I II II II II II pl —°-ll ---- II I°I —.-- I --' SILL PLATE AND AB SIZE/SPACING PER SCHED 12" r VVIVVn IIVN rGR FI_M1 --- MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE PERK41 t M L GOE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM QL X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) Q2X 6 MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 AB ®3 —9 O.C. RBC AT V-8" O.C. 2X MUDSILLA35 12d ®5 O.C. 8d ®4 O.C. 8d ®12 O.C. AT 1'-8" O.C. 350 4k AB ® 2'-9" O.C. RBC AT 1'-2" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 4 TYPICAL SHEAR WALL SCHEDULE SD1 NO SCALE 1 SD1 oQ�DvlsS/K. pN�� No. 75688'T' * E . 6/ 0/16 J� Cl V1\, gTFOFCA00� 2/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V / 1 W ® U J o 00 U cn E- Q or - D i— J O U a" LI) z �Q O Q O —1 rn M U a g1G o3i9 UUN`I"YCcvtLO°MENTSF �ViCf b f VIEV�/ED FICI REVISIONS: DATE: 2/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-136 SHEET: SIM II,I, rl, ''iI CURB PER ARCH.. JOINT 1/8" MIN SEE PLANMAX LAB STEP 111 l /WIDTH 1/MAX 1 MI DEEP MIN (1) #4 CONT. \#3 AT 12" O.C. SEE " 0 r EDGE GRADE THICKNESS 3" CLR 3" CLR— 6" O.C., TYPO.C., TYP WALL FRAMING PER PLAN SHEAR AT OPPOSITE FACE 3" CLR WHERE OCCURS PER PLANS 7 SSTB PER PLAN, SEE 2/SDI FOR MORE INFO REINFORCE WITH #4 SHEAR PER PLAN REINFORCING PER PLAN FTG TYPE PER PLAN AT 6" O.C. E.W. A.B. PER ILL AND A a Z A SLAB PER PLAN E.N. LU 00- II 2) #4 TOP Oo. I U AN1.D OTT., OO o B a FOOTING SCHEDULE III � I of I FOOTING TYPE DIMENSION A DIMENSION B. U.N.O. THICKNESS, U.N.O. 3" MIN COVER F1.5 V-6" 1'-6" 12" SPREAD FOOTING PER F2 2'-0" 2'-0" 12" 1 -O« PLAN WHERE OCCURS . F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" 16" MIN F4 4'-0" 4'-0" 12" TYPICAL THICKENED FOOTING AT SSTB 9 NO SCALE SD2 NOTES: 1.) VENEER, CAP, AND ATTACHMENT (NOT SHOWN) BY OTHERS. 2.) PROVIDE 1/2" THICK EXPANSIVE MATERIAL AT PEDESTAL/SOG INTERFACES, WHERE OCCURS. TOP OF PIER ELEV. ji AS REQ'D BY 10/01 #3 HOOPS 11 AT 8" O.C. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE 6 TYPICAL INTERIOR FOUNDATION DETAIL SD2 NO SCALE NOTE 3 PROVIDE 3/4 CHAMFER CONCRETE /2" ISOLATION JOINT WHERE WALL ABOVE PROVIDE 6" MIN WIDTH STEM SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE DIMENSIONS PER DOES NOT OCCUR, TYP L I 5 VERT EACH CORNER OF PIER BEYOND PER 4/SD2 WITH #4 TOP ARCH # HOOKED AT EACH END AND 4 VERT 1/2" LIP AT GARAGE PER PLAN PER PLAN. SLOPE PER CONT DIMENSIONS SOLID CONC. PIER # MECH. PAD #4 PER ARCH 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING ARCH WHERE REQ'D OR CURB #4x4'-0" 1'-0« 1 1/2" CLR WHERE REQUIRED ELEV. PER ARCH „ SEE IImp 3 SD2 ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL 10 NO SCALE SD2 WALL FRAMING PER PLAN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH WALL FRAMING PER PLAN EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SHEAR PER PLAN COLUMN PER PLANS WHERE OCCURS - POST BASE PER PLAN, AT 1 -6 O.C. NOTE 3 EN SLAB -ON -GRADE 1/2 ISOLATION JOINT 1 /2" ISOLATION I ' = BELOW6" MIN SLOPE FINISHED PAVEMENT AND SLOPE JOINT BEYOND ELEV. PER ARCH AWAY FROM FOUNDATION AWAY FROM FNDN • GRADE AWAY SUBGRADE BY OTHERS .O°. AT 18" OC HORIZ, WHERE - J STEM WALL FROM FOUNDATION ONCRETE ' SLAB -ON -GRADE 1 � TOP AND BOTT _- #3 AT = III= 1_ _� =III _ - NATURAL ° o oaf Oa Q ° PER PLAN. • 1 SLOPE PER 3" CLR, TYP1 12" O.C. III Z#3AT III - III GRADE LINE ° o ARCH 1'-0" 2x4x2'-0 KEY TYP. SLAB 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION I I I 12" MIN 1 1/2" (2) LAYERS OF REINFORCING 1'-0" JOINT CLR BUILDING PAPER \SPREAWHERE PER PLAN • _ NOTES: 3" CLR (2) #4 TOP AND PLAN OCCURS 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. a a BOTT, CONT THIS LINE 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. FNDN AND 0 0 0 12"� 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. ' REINF. PER PLAN NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN 3" CLR FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS 11 TYPICAL PEDESTAL DETAIL 8 TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL 10 NO SCALE SD2 WALL FRAMING PER PLAN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH WALL FRAMING PER PLAN EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SHEAR PER PLAN COLUMN PER PLANS WHERE OCCURS - REINF. PER PLAN----' NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. /PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT /CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH . ELEV. PER ARCH rik 0 12" MIN SPREAD FOOTING PER S LAN WHERE OCCURS TYPICAL POST FOUNDATION DETAIL F7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 NO SCALE SD NO SCALE SD2 2 SD2 PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN,,ROUGHEN SURFACE 1/4" AMPLITUDE #4 SLAB TIES 1/2" I 8" MIN CLR MIN, AT 4'-0" OC ; j TYP SLOPE FINISHED -�—* _GRADE AWAY # .i O 4 AT 24" OC VERT, #4 ff T -i- FROM FOUNDATION AT 18" OC HORIZ WHERE STEM WALL HEIGHT > V-6- " MIN #4 CONT TOP AND BOTT I -� 12" MIN 8« 3" CLR, TYP �12« SPREAD FOOTING PER PLAN WERE OCCURS]/(, -031 PERMIT t?_ ___ _ BUTTE COUNTY DEVELOPMENT 8EW-10E8 COD 0/,)-,k4 I-IAk, DATE _-�to/1_ BY-_ U'M_ TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE LSD J �FESS/0 --A a "'�No. 75688`" * 6/ 0/16 �pT O I V I \_ �P gTFOF CALIF 0� 2/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U 0 00 U In z~ Q 0 a -o U :D �a ry 0-1 c -1 v , O J rn m U r REVISIONS: DATE: 2/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-136 SHEET: SD2 POST BASE PER PLAN, EN SLAB -ON -GRADE - CENTERED ON FOOTING PER PLAN = BELOW6" MIN SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, SLOPE GRADE 8" MIN 11 (I AWAY FROM FOUNDATION AWAY FROM FNDN FOOD o o #4 AT 24" OC VERT, #4 .O°. AT 18" OC HORIZ, WHERE - J STEM WALL HEIGHT > V-6 III—III 0- #4 CONT TOP AND BOTT _- 3" CLR a IT _111 I 1 1-11 - 3" CLR, TYP1 PER PLAN REINF. PER PLAN----' NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. /PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT /CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH . ELEV. PER ARCH rik 0 12" MIN SPREAD FOOTING PER S LAN WHERE OCCURS TYPICAL POST FOUNDATION DETAIL F7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 NO SCALE SD NO SCALE SD2 2 SD2 PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN,,ROUGHEN SURFACE 1/4" AMPLITUDE #4 SLAB TIES 1/2" I 8" MIN CLR MIN, AT 4'-0" OC ; j TYP SLOPE FINISHED -�—* _GRADE AWAY # .i O 4 AT 24" OC VERT, #4 ff T -i- FROM FOUNDATION AT 18" OC HORIZ WHERE STEM WALL HEIGHT > V-6- " MIN #4 CONT TOP AND BOTT I -� 12" MIN 8« 3" CLR, TYP �12« SPREAD FOOTING PER PLAN WERE OCCURS]/(, -031 PERMIT t?_ ___ _ BUTTE COUNTY DEVELOPMENT 8EW-10E8 COD 0/,)-,k4 I-IAk, DATE _-�to/1_ BY-_ U'M_ TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE LSD J �FESS/0 --A a "'�No. 75688`" * 6/ 0/16 �pT O I V I \_ �P gTFOF CALIF 0� 2/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U 0 00 U In z~ Q 0 a -o U :D �a ry 0-1 c -1 v , O J rn m U r REVISIONS: DATE: 2/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-136 SHEET: SD2 f FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2* X 0.131") 8'-9" - NOTES _ __ ooFESS/p 10'-6" FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2* X 0.131") 8'-9" - 3 - 3' X 0.131" NAILS TOE NAIL 10'-6" 3 - 3" 14 GA. STAPLES 16'-3" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 19'-10" 16'-3" 2-3" X0.131"NAILS OE NAIL EACH END T SD3 2 - 3" 14 GA. STAPLES 11 7/8" JOIST: 25'-0" 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 (2112- X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3' X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16' O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") RAFTER PER PLAN WITH (4) 16d 3 - 3" X 0.131" NAILS END NAIL 1 2 STRAP LENGTH / 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 2X BLOCK 3 - 3" 14 GA. STAPLES AT 12" O.C. a RBC CLIP PER 2 - 16d COMMON (3 1/2" X 0.162") END NAIL FASCIA BY 3-3"X 0.131" NAILS 3 - 3' 14 GA. STAPLES d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. CONT. 2X PLATE 3' X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 2X4 OVERFRAMING 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. SHEAR PER SWS TYPE "4*", 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12' O.C. SHEAR WALL SCHEDULE, .DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE -. 12 - 3" X 0.131" NAILS AT 24" O.C. 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 16d AT 12, RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. E.N. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. E.N 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.182") LEDGER PER 1/SD4 3 -.3' X 0.131" NAILS FACE NAIL CJ PER PLAN OR SOLID BLOCK 3 - 3" 14 GA. STAPLES LSTA18 STRAP STUD 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - Bid 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, SHEAR PER SWS TYPE "4*", TYP I TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL n structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for h nonstructural 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2".X 0.162") MIN, CEILING JOIST PER TABLE 2308.10.4.1 FACE NAIL 4 - 3" X 0.131" NAILS AT PARALLEL CJ CONDITION 4 - 3" 14 GA. STAPLES SIDE OF "I" JOISTS 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 2X4 WITH 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") PLAN WHERE OCCURS 2-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES LSTA18 STRAP STUD TO 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 WALL FRAMING 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON E.N. PLY AT/ 3' 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND POST/BEAM„ 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES SHEAR PER PLAN 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') E.N. 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") O.C., TYP 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3' 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X 0.131" NAILS TYP e; 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") POST/BEAM„ 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES POST PER PLAN 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL A35 C IPCAT 3-3"X 0.131" NAILS RKB 3 - 3" 14 GA. STAPLES r r 29.. JOIST. TO. BAND JOIST ---- -- -- - -3 - 16d COMMON (3-1/2"-X 0.162") r AND VENTING BY OTHERS. 4 - 3" X 0.131" NAILS FACE NAIL ST22 U.N.O. 4 - 3' 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") �LSTA111 COORDINATE MINIMUM I 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES SOLID BLOCKING AT E.N. 24" O.C. 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• BEAM TO POST CONNECTION 2 3/8" X 0.113" NAIL' Q � U J 7/8" TO 1" 8d' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8" TO 1 1/4" 10d'OR 8CP TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d' a. Fasteners spaced 4 inches on center at edges, 8inches at Intermediate supports for subiloor and wall sheathing and 1 1/8" TO 1 1/4" 1orY OR 8d' 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" 2X SLEEPER 8d COMMON NAIL (2 1/2' X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' U U 3/8" 6d` NMOL NGHEATHING PER PLAN ND2X SOLID BLOCK NTH 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT NAILING TO MATCH SOLE ROOF PLY AND ��0 �� K. \ 16" O.C. WITH 2 1/2" EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. NAILING PER SHEAR WALL SCHED NAILING PER PLAN E.N., TYP -~ aP F� Z E.N\ \\ jE.N. 1'-6" MAX 2'-0" w rm 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING 16d TOENAILS No. 75688 JOISTS LONGER THAN 13'-0". E.N., TYP CONT. 2X LEDGER WITH (2) FASCIA/SOFFIT *T 11C V\\- �* 1/4" DIA. SDS SCREWS AT BY OTHERS 9TE0 CA0 SHEAR PER PLAN 16" O.C. WITH 2 1/2" E.N. - WHERE OCCURS EMBED AT SOLID SAWN ROOF FRAMING PER PLAN CONT. RAFTER CEILING JOISTS. FOUR 2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH 2/15/16 PER PLAN, TYP CONT. 2X LEDGER WITH SCREWS MIN. PER PIECE OUTLOOKER AT 24" 4 16d TOENAILS EACH END RAFTER THESE PLANS HAVE BEEN REVIEWED PROVIDE 2X VERTICAL MEMBERS ( ) AT 2'-0" O.C. MAX. 1 (3) 16d PER WALL STU O.C., NOTCH RAFTER PER FOR COMPLIANCE ONLY WITH THE 2X SOLID CJ TO SEAT OUTLOOKER PLAN, ATTACHED STRUCTURAL 1 BLOCKS TOP PLATE PER 6/SDi 1 PYP CALCULATIONS SHEAR TO MATCH PLYWOOD AND NAILING 1 WALL BELOW - CLIP & SPACING PER SOFFIT ELEV SOFFIT ELEV TO MATCH WALL SHEAR WALL SCHEDULE PER ARCH �.- PER ARCH 0 0 BELOW. NOTCH PLY WALL FRAMING 2X6 BRACE AT 4'-0"2X SOLID AROUND OUTLOOKERS W/ (4) 16d NAILS, BALLOON STUDS MTL HGR BLOCKS PER PLAN NOTE: LEDGER PER EACH END AT 16" O.C. U.N.O. BALLOON STUDS 1/SD4, WHERE OCCURS, AT 16" O.C. U.N.O./"► NOT SHOWN FOR CLARITY. 2X6 BRACE AT 4'-0" CJ PER PLAN, TYP O.C. WITH (4) 16d PROVIDE GAP BETWEEN PANELS ' AS REQ'D. BY MFR., 1/8" MIN E.N., TYP � TOP PLATE PER 6/SD1 \(2) 16d T.N. EA BRACE SHEAR PER PLAN - WALL FRAMING PER PLAN CEILING JOIST SPAN TABLE 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" SD3 BCI "I" JOIST 11 7/8" JOIST: 25'-0" P P NAILS EACH END PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. E.N., TYP CJ PER PLAN OR 2X 383 Rio Undo Ave. GBC CLIP E.S. BLOCK AT 24" O.C. Suite 200 DBL TOP PLA7 OF EA BRACE Chico, CA 95926 PER 6/SD1 BEAM PER PLAN, WHERE OCCURS P. 530.592.4407 DI VWAAn Akin -WAI I ;rPAkAINC SummitChico.com SHEAR WALL DETAIL 9 HGR PER 12/SDI TYPICAL DROPPED CEILING DETAIL , ^ 6 TYPICAL GABLE END DETAIL 3 NO SCALE SD3 NO SCALE ROOF PLY AND ROOF PLY AND \ ° SD3 NO SCALE SD3 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY " a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6 Inches at supports where spans are HGR PER 12/SDI MFR., 1/8 MIN. , ^ ROOF PLY. AND NAILING PER PLAN ROOF PLY AND ROOF PLY AND \ ° ° ------ E.N� PROVIDE GAP BETWEEN PANELS NAILING PER PLAN NAILING PER PLAN 2X BLOCK \ for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; Bd - 2 1/2" x 0.731"; 10d - 3" x 0.148") RAFTER PER PLAN WITH (4) 16d E.N. 1 2 STRAP LENGTH / PLY PER TOENAILS RAFTER TO PLATE CONT. 2X PLATE 2X BLOCK a RBC CLIP PER FASCIA BY E.N. d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") E N TYp 16d AT 7" O.C. CONT. 2X PLATE PLAN 2X4 OVERFRAMING Uj SHEAR PER SWS TYPE "4*", CEILING JOIST PER PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, RAFTER PER PLAN WITH (4) 16d TOENAILS RAFTER TO PLATE -. AT 24" O.C. 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") Q TYP ENTIRE WALL 2X SOLID BLOCK 16d AT E.N. PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N LEDGER PER 1/SD4 no0 g. Fasteners spaced 3 inches center at exterior ridges and 6 inches center at Intermediate supports, when used as TOP PLATE PER 6 SD1 / CJ PER PLAN OR SOLID BLOCK " 7 O.C. LSTA18 STRAP STUD 3 16d TOENAILS,' ROOF PLY AND NAILING RIM JOIST PER PLAN J O BACKING AT EACH AT EVERY OTHER CRIPPLE STUD 2X FRAMING AT 16" O.C. H2.5T EA. RAFTER SHEAR PER SWS TYPE "4*", TYP I PER PLAN n structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for h nonstructural (, CEILING JOIST PER AT PARALLEL CJ CONDITION STRAP PER PLAN SIDE OF "I" JOISTS TYP ENTIRE WALL DATE:. 2/15/16 2X4 WITH SHEAR PER PLAN-�L PLAN WHERE OCCURS " LSTA18 STRAP STUD TO A35, TYP AT EACH SIDE OF PER MFR. AT ENTIRE TOP. PLATE PER 6/SD1 16d NAILS M = " A35 CLIP AT 1'-8" O.C. STUD AT 4'-0" O.0 �� WALL FRAMING TOP PLATE PER PLAN E.N. PLY AT/ STRAP PER PLAN POST/BEAM„ AT 12" 00 U HGR PER 12/SD1 SHEAR PER PLAN SCALE: NTS for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis in the long direction of the panel, unless otherwise E.N. SLEEPER, PER PLAN, TYP AT EACH SIDE OF O.C., TYP ST22 U.N.O. TYP e; POST PER PLAN POST/BEAM„ M PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. POST PER PLAN 1/2 STRAP LENGTH A35 C IPCAT DRAWN BY: RKB CJ PER PLAN OR r r r r AND VENTING BY OTHERS. r r ST22 U.N.O. E.N , TYP / �LSTA111 COORDINATE MINIMUM I 1'-8" O.C. SOLID BLOCKING AT E.N. 24" O.C. %� 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. 3 Inches POST TO POST CONNECTION BEAM TO POST CONNECTION Q � U J JOIST HEEL DEPTHS WITH MFR. PRIOR TO CONSTRUCTION. JOB NUMBER: 11Z 77 a. Fasteners spaced 4 inches on center at edges, 8inches at Intermediate supports for subiloor and wall sheathing and TOP PLATE PER 6/SDi STRAP STUD TO STUD AT 4'-0" O.C. 1/2 STRAP LENGTH 2X SLEEPER 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. U U SHEAR PER PLAN -L SHEET: TYPICAL FASTENING SCHEDULE 10 TOP PLATE TYPICAL ROOF DETAIL WITH (3) 16d TYPICAL POST/BEAM CONNECTION DETAILS RAFTER OR Lf) Z 1 WALL FRAMING PER 6/SD1 NAILS AT EA TRUSS PER Q PER PLAN, TYP NO SCALE SD3 NO SCALE SD3 NO SCALE RAFTER OR TRUSS SD3 I SD3 PLAN, TYP � SHEAR PER PLAN I ,__ ,[-� ,_ I /ti/ O NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. _ 2X4 VERT. AT 24" O.C. WITH (4) 16d 1� cc G WALL FRAMING PER PLAN TOP AND (2) 16d N TOENAILS BOTT., TYP Q TYPICAL ROOF DETAIL 8 SHEAR WALL DETAIL s TYPICAL OVERFRAMING DETAIL 2 rn NO SCALE SD3 NO SCALE SD3 NO SCALE Q M SD3 BEAM PER PLAN POST PER PLAN L.L■ STRAPS PER PLAN, TS22 STRAP PER PLAN AT EACH SIDE OF A35, TYP U.N.O. A35, TYP� POST/BEAM„ ROOF PLY. AND NAILING PER PLANX E.N. ST22 U.N.O. 1-�31 -7 NLni , RAFTER PER PLAN 2+,'� 3U �L ^OUN� E.N. RAKED TOP PLATE PER 6/SDI PER PER s _ 1`g"��'C �N1Epl�r�n I PLAN PLAN ROOF PLY AND NAILING PER PLAN r �1 WE 'sX0 PLIAV°ff,f�,_ SHEAR PER SWS TYPE "4*", TYP ENTIRE WALL'- 2X SOLID BLOCK PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE DATE LEDGER PER 1/SD4 CJ PER PLAN OR SOLID BLOCK BEAM TO BEAM CONNECTION POST TO BEAM CONNECTION END AT EA. RAFTER TO RAFTER CONNECTION AT EVERY OTHER CRIPPLE STUD WHERE RAFTERS RUN CEILING JOIST PER AT PARALLEL CJ CONDITION SPLICE WHERE PERPENDICULAR TO CJ'S �� ° ° BLOCK AND E.N. AT "I" REVISIONS: PLAN WHERE OCCURS A35 CUP AT 1'-8" O.C. SOLE PLATE POST PER PLAN OCCURS BE PER PLAN JOISTS, WHERE OCCURS ' PER PLAN A35 TYP _n E.N. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6 Inches at supports where spans are HGR PER 12/SDI \ ° ° ------ 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails PROVIDE GAP BETWEEN PANELS FLOOR \ for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; Bd - 2 1/2" x 0.731"; 10d - 3" x 0.148") AS REQ'D. BY MFR., 1 8" MIN. / 1 2 STRAP LENGTH / PLY PER RBC CLIP PER FASCIA BY d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") E N TYp PLAN SOLID BLOCK CEILING JOIST PER PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS -. 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") PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N no0 g. Fasteners spaced 3 inches center at exterior ridges and 6 inches center at Intermediate supports, when used as TOP PLATE PER 6 SD1 / LSTA18 STRAP STUD RIM JOIST PER PLAN BACKING AT EACH H2.5T EA. RAFTER n structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for h nonstructural TO STUD AT 4'-0" O.C. STRAP PER PLAN SIDE OF "I" JOISTS DATE:. 2/15/16 resisttions. 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 SHEAR PER PLAN-�L A35, TYP AT EACH SIDE OF PER MFR. AT ENTIRE TOP. PLATE PER 6/SD1 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 WALL FRAMING TOP PLATE PER PLAN STRAP PER PLAN POST/BEAM„ RAFTER OVERLAP SHEAR PER PLAN SCALE: NTS for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis in the long direction of the panel, unless otherwise PER PLAN, TYP AT EACH SIDE OF ST22 U.N.O. marked). } 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 POST PER PLAN POST/BEAM„ POST PER PLAN DRAWN BY: RKB "" k. Panel supports at 24 inches. Casing or finish nalls spaced 6 Inches on panel edges, 12 inches at Intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. ST22 U.N.O. NOTE:. COORDINATE MINIMUM I WALL FRAMING PER PLAN 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. 3 Inches POST TO POST CONNECTION BEAM TO POST CONNECTION JOIST HEEL DEPTHS WITH MFR. PRIOR TO CONSTRUCTION. JOB NUMBER: 16-136 a. Fasteners spaced 4 inches on center at edges, 8inches at Intermediate supports for subiloor and wall sheathing and 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. SHEET: TYPICAL FASTENING SCHEDULE 10 TYPICAL ROOF DETAIL TYPICAL POST/BEAM CONNECTION DETAILS 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 SD3 I ,__ ,[-� ,_ I _ - I� 1 1 1 K. E l FQD< Z `L- 756887T' * E 6/ 0/16 �TRONG—BACK BRACE 9TFOFCAUFO� I 2/15/16 PLAN SECTION THESE PLANS HAVE BEEN REVIEWED A FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS ALWAYS PROVIDE MSTA24 STRAP AT SPLICES, U.N.O. /BEAM SPLICE AS OCCURS RIDGE OPPOSING BRACES \ PER PLAN E.N. BRACE PER 5/SD4, TYP \\ RAFTER PER PLAN ROOF SHEATHING 2X4 DF#2 RAFTER TIE AT PER PLAN TO RAFTER A34 E.S. ' o o EVERY RAFTERR TE (3) 16d CONN., 2'-0" O.C. MAX. BM. PER PLAN o o 5 16d NAILS A HGR PER SCHED. 1/4" CLR TYP EA 2X TO RAFTER SIMPSON COLUMN CONN. TYP. CAP PER PLAN BEAM PER PLAN 383 Rio Lindo Ave. A I POST PER PLAN Suite 200 r;CPER PLAN OR HGR PER SCHED. AT CJ, TYP Chico, CA 95926 BLOCK AT 32" O.C., P. 530.592.4407 RIDGE BRACE 16d AT 8" O.C. TYP SummitChico.com PER PLAN TYPICAL RIDGE DETAIL 9 TYPICAL BRACING DETAIL 6 TYPICAL BEAM DETAIL 3 NO SCALE SD4 NO SCALE SD4 NO SCALE SD4 NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CLR. SPAN ROOF PLY AND NAILING PER PLAN VERTICAL BRACE WHERE OCCURS 1/4" CLEAR TO 2X RAFTER ROOF PLYWOOD PER PLAN _ ROOF PLY MIN. +++ PER PLAN H Z (5) 16d NAILS + (5) 16d NAILS TYP. M STRONG—BACK BRACE HIP OR VALLEY PER PLAN 2X CONT. Q Uj A PURLIN W/ LSTA30 BEAM PER PLAN U AT) 16d NAILS NAILS BRACE 1" MIN. PLAN SECTION 16d AT 8" O.C. ALWAYS PROVIDE MIN, 2X6 BRACE AT SPACING BEAM PER PLAN U A OPPOSING BRACES PER PLAN, 4'—O" O.C. MAX. --POST PER PLAN fYi = J 2 MIN., TYP 00 U (5) 16d NAILS SOLID BLOCK EACH SIDE OF BRACE 1 LSTA30 - m + + 2PERCLPGL.ANOIST TAPER CUT BEAM i <z °C + D + +' ��X\(5) 16d NAILS �0 A35 CLIP, TYP - " A35 CLIP CL CJ PER PLAN 2X STUDS AT A O.C. OR NZ Q CEILING BEAM AS OCCUR BM OR WALL PER PLAN STUD WALL PER PLAN O T—tj J\r— NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE r�^ N v / 0 TYPICAL ROOF BRACE DETAIL s TYPICAL ROOF PURLIN DETAIL 5 TYPICAL POST TO BEAM DETAIL 2 J rn NO SCALE SD4 NO SCALE SD4 NO SCALE SD4 < fY1 ROOF PLY AND NAILING PER PLAN r1 HIP/VALLEY PER PLAN PERMIT a q MSTA24 STRAP, LINO WATERPROOFING AND �umr-co0E YDEVELOPIN NTSENVICE. - -�p D CO S DRAINAGE BY OTHERS? 16d AT 8" O.C.--� 1/2 TOP PLATE CODE ( 4 I � L!ANCE STRAP PER 6/SD1 TS18 STRAP AT �� Z 3v STRONG—BACK BRACE LENGTH WATERPROOFING AND 48 O.C. TO LATE.J _ Ll DRAINAGE BY OTHERS BALLOON WALL FRAMING, WHERE REVISIONS: E.N. OCCURS SLOPE TO DRAIN 6, MIN. BEAM PER PLAN PER ARCH PLAN SECTION2x SOLID oc8T BALLOONAT 8" A 2 (2) 16d 7AT NAILS, BLOCKS WALL FRAMING, CJ PER PLAN O 2X BLOCK AT -7WHERE OCCURS 5 16d, TYP TYP WALL FRAMING 48" O.C. TYP. TF PER PLAN 2X SOLID BLOCKS WALL FRAMING + LSTA18 E.S., UNO. CONT. 2X6 SLOPED AT DATE: 2/15/16 PER PLAN WALL FRAMING + RAFTER PLANE W/(3) PER PLAN 16d PER WALL STUD CONT. 2X LEDGER SCALE: NTS A35 1/4" DIA. SDS SCKING/S AND TRIMMER/S 16" OL.C. WITH 2 1/DRAWN BY: RKB WALL / BEAM PER PLAN PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. JOB NUMBER: 16-136 SHEET: TYPICAL HIP VALLEY BRACE DETAIL TYPICAL TOP PLATE -BEAM STRAP DETAIL F4TYPICAL LEDGER DETAIL 1 SD4NO SCALE NO SCALE SD4 NO SCALE SD4 { I' IT, Fl L