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Home My WebLink About027-500-030s 6 I I TEM FIR #2 AND BE ITER, STUDS TO BE STUD GRADE OR BETTER,/,,—(211 "X fa'F1.AX ' UNLESS OTHERWISE NOTED. __e___ _- -- tea:. -ALL LEADERS TO BE 4X12, UNLESS OTHERWISE NOTED. err; -ALL CEILINGS TO BE S'-0" , I • 2"-o" MIN, 5ct.m et.KG ITO'17 a 50MINGI 9 ' .. i , 'i i ..bGNfS (=Nf Va 10 55WATHWA) UNLESS OTHERWISE NOTED. , f ; f PAMi V 9 -LAMING 3/6" MN. J 1 Pfi'I.wfO a2 FPLC, NPd. W1M -PROVIDE 18"X24" FOUNDATION f f a 6 o .A, v 5w. � 1211 ACCESS AT EXTERIOR WITHIN 20'-0" O.C. IN FrLp OF PLUMBING CLEANOUT. Pam 5nwAfccarK5P� CatVrCUM NUf5 & WA%CI;5 -PROVIDE OPENING AS REQUIRED --MIN. 1/2"�Av. &UaI)a,f5IM11i AND CONCRETE SLAt3 FOR H°V.A.C. , j % POW5 �Mecr7M Nrnfp�v L alA�tC� Na vom Will IWO# MIN. CA'PCIfy -INSULATE AT /SHOWER EXTERIOR ; (51MV", W2A It75A Gl; eGM) WALLS BEFORE NAILING UP SIDING. � f � � L 2"X 5a.5 FLATC 1 I A �/ q" M WOGb fEG �F600aE -SEE TITLE SHEET FOR ADDITIONAL NOTES. ��,)__ _ sL___ _E,�, --C.❑ `___ c=ate—. ' i 2"X Mlti5LI NM.5{CATH. 9-fi%l. e 6" CIL. FIN, j 14 -1 1 �S'I rACT I i L ''� �- - 2 �--� -r 1 1 Y pyr• i II Ij 1� �1 .. .. , _ ryry �f'. 1I 3 a r. _WIRE°:'. S�ISl`dStLl'Vd.:.dV S d'A_4.ad.s (SVA6ldRl-i N S O .. .. .. ...:. : .. ...; ... «: : ,. r. _ nA_ .� .. f. Y S'r , :. r +;.4 ♦.. ...... . _...,r °; I. .. ... li:. ,..r . F 1. .k"=.....✓. a i, Wit' "� � =: .'tiS' .:: .: w:',x•.�.•,..,�• :+, w,:m ,3 r±"" G, -Rl t ,,,i'. y,}. er}:°.rth'�.r.fi�=�v,.ri�..';r.. t�.y.6.�. L' z,�i. Y.. as �`Sk', :�;:fi#w- s 'm�i�r.L..r...d.' +.,t.+. . r:"' yr •: ;a:.. =,._ ,:. .:K ,7 .+.;; i ,. y ,.. ,. .d�.. 'rtt�Y.,4 -t£r _.r�+'d d. 9' � t::, ,. _, ,..r. .. � _ _ _ •Y::". � ;1. �� j ;a 5 i 11 II DETECTED CIRCUIT Y 11 II 1 1 1 j1 l 1 I it I i 1 -THE FOLLOWING GUIDELINES ON WALL PLUGS v` I1 I (� �I $ 1 2 V � k � f �I t � f� I ]J]Jb ;ll�t I 1 P MUST BE MET: - 3 _ I x -ANY WALL OVER 2'-0" IN LENGTH SHALL HAVE A I a ` RECEPTACLE. Pill `PLUGS SHALL BE A MAXIMUM OF IT -O" APART - 0 17 PLUGS SHALL BE 6 -0 OF END OF WALL OR 1710 0 �- �� „. OPENING. ♦. �' � � � I / � -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE F I AND ATGARAGE SHALL BE G.F.I. (GROUND FAULT i' IN'TERRUP'TER) PROTECTED -PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT � 4 l a KITCHEN 1 AND LAUNDRY ROOMS. t � y t t �.., g'w<d ea y ir,' $� ` ,..,? 4 xry r,�..';{... � r•:,_ r ,g,:�k r''3 .: '<^`1 '' ''k`}.�v r..+t xd .;w'i: �. lir �' � ;� t�. l .. -- -FIELD VERIFY LOCATION OF SERVICE PANEL AND 55 k' 1 ALL CR PART C;F THIS HOUSE METER WITH LOCAL, BUILDING DEPARTMENT AND:, .�,,... MAY REQUIRE CA LCs BY {' ` LICENSE® ENGINEER. YOUR.. POWER COMPANY. R -. w DISTRIBUTOR MAY BE ABLE TO SUGGEST ONE OA,A,LCS - THE LOCATIQN OF PHONE AND T.V. JACKS TO BE BE REQUESTED BY ®CAL BY L OWNER APPROVED PRIOR TO INSTALLATION.; ` BUILDING OFFICIAL. 1 � -PROVIDE ELECTRICAL FOR HEAT AND Alit UNIT° TO BE LOCATED AT SITE, VERIFY WITH OWNER _.. PRIOR TO CONSTRUCTION.. .. /1V L`NiAFLOOR PLAN N1Y 1VU,7' I '`ijYi 3' -ALL LUMBER TO BE DOUG.. FIR 012 11 V dGJq �- I I TEM FIR #2 AND BE ITER, STUDS TO BE STUD GRADE OR BETTER,/,,—(211 "X fa'F1.AX ' UNLESS OTHERWISE NOTED. __e___ _- -- tea:. -ALL LEADERS TO BE 4X12, UNLESS OTHERWISE NOTED. err; -ALL CEILINGS TO BE S'-0" , I • 2"-o" MIN, 5ct.m et.KG ITO'17 a 50MINGI 9 ' .. i , 'i i ..bGNfS (=Nf Va 10 55WATHWA) UNLESS OTHERWISE NOTED. , f ; f PAMi V 9 -LAMING 3/6" MN. J 1 Pfi'I.wfO a2 FPLC, NPd. W1M -PROVIDE 18"X24" FOUNDATION f f a 6 o .A, v 5w. � 1211 ACCESS AT EXTERIOR WITHIN 20'-0" O.C. IN FrLp OF PLUMBING CLEANOUT. Pam 5nwAfccarK5P� CatVrCUM NUf5 & WA%CI;5 -PROVIDE OPENING AS REQUIRED --MIN. 1/2"�Av. &UaI)a,f5IM11i AND CONCRETE SLAt3 FOR H°V.A.C. , j % POW5 �Mecr7M Nrnfp�v L alA�tC� Na vom Will IWO# MIN. CA'PCIfy -INSULATE AT /SHOWER EXTERIOR ; (51MV", W2A It75A Gl; eGM) WALLS BEFORE NAILING UP SIDING. � f � � L 2"X 5a.5 FLATC 1 I A �/ q" M WOGb fEG �F600aE -SEE TITLE SHEET FOR ADDITIONAL NOTES. ��,)__ _ sL___ _E,�, --C.❑ `___ c=ate—. ' i 2"X Mlti5LI NM.5{CATH. 9-fi%l. e 6" CIL. FIN, j 14 -1 1 �S'I rACT I i L ''� �- - 2 �--� 4 , _07- I. �/� ! f� r ��+'.I. 3 1 d®'A9enameaan l � w�0 J.5'.0 3 . r y`F�,C <J ., 'i. y { `�.' �;:' '.: ♦ s .. �i�i�m .n, Fr ,», 'rt- .: � 4 ====!p=-%.: , . ; .r .1• W.,1"-� I � lu��fi°♦.. +w.w... � � :. �:5"v' r• APPPOofI Butte County Environmental Health : d4lYblasdm"m t CV-7.&t ,� �C�y CA^'1 16 , jy I ��r'"' %6J Fs i T_� f"� 1 e.®___o_.__o-._,-m.__®_®®®-®---____ 9 F"�• T I �''�•� - ,.,....s.�,rar....,...,: - ,,..,. - .,iw.:...,,a _.....,.w.�w,nsx.,e.�.w:...W,n,.... a,n..W� .:«w_..w.w,,rwa.�_. .�nc....zu...+:.acw.e,.mm . __®_____®________--_v_________________________----___________-_-___-_�___ 1 e� w, R ,r • R �. 9 - _......w _ _ "'"•"'""°r" _ _ _ __ _.,.,w._r..........,...y:,..a..w..ww...... - . w•.rew,.es,w....rneaw+.u+,.�w+r+w:am,a.+ew:..mu♦...w.•.,.w,m.a:w..ne+..+.+.-.+..ate.«.wwrr+,..+,: ® �.�. �'°a :rte ��>�• �' �.� ALTERNATE BRACED _.� ,Z4 - s ,NOT�s n i>I 1 1® I. floor framing consists of dimensional lumber. '; I (7 f m I I~ Note* 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to cou Itn : P g `;,, and holdown, 1 „ „ a dd4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of BP indicates Braced wall panel" per UBC 2326. P p holdown.. � - 4. In the first story of two-story building, each braced wall panel shall be in accordance with the details shown.,.+>; i � I .�®,��GiOhfG�• �y�� J dw ° E crept that the plywood sheathing shall be provided on both faces and tic -down device uplift capacity shall not be. /� 4 Sill mailing of braced wall panels shall be minimum 3-16d less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. t 1, . _ r ftw -story buddtn s 8.�..2U26.11.1. r' v - Yla11s per I6 - 5. t!]ternatc 13rt1ccd tiVa11 Pan s cannot bc:used on the sec®nd floo 0 0 ! g (L7 ) EL_ -r, /%� dL/L T3acladda s w e g (Willi noted nsayhfil bona for two S(6 buildings) PIZ Y_ Te 1 �. ' � _ '(•. � � ( 1 �,.� lir � ��. S '� '' 1-",�U4:.:.•+.�. '. ^ r �-�1' t ®m, 14aor>V,-r0. 1 . � _ i/l/��1� vi 0, ,til I �I ��W '' Y�� iU _t ' �,� d' �I FL 6", P��I I i f a I - 001 -1' N t s '� s ,pis: q xe 't#. t `� ,rJ a7-'•t�4 . ..r .l,x...ar ��sr. cS s..�.,�..,,'b °P k t 1d i�/� - d - 1 ;¢ I �i a N,-/ 1r. t k s uy" 0 sv l 10 Ni \0,4LL n - Wronme t 4 He O=LJiyr l 1 II ` 1 ,, mt b I �� 9j C; L.I I�� - ca I� %��-I SEP r r -u Vii' — 11.11 A �%AAIPIY 0011101 urlvi, % rPs1l"tli ir`1 ', f IN) i �' ` I �)� I� _ _ el I1+ ALL SHELVES TO Lit: FIXED 4 3 ° r a I I'i 1 -VERIFY SIZE9 9 MODEL MAKE, i / F� V�. b,.` (� 1 1 I 9 o .d AND LOCATIONS OF APPLIANCES. PRIOR.T®cA INET CONSTRUCTION , � ® �-r 1 Aa v 1 A�' ANI. ! a�ltm�r� l�.l�l l.i Ij 1 ! I -VERIFY DIMIENSIONS AT SITE ! X 9 1 I 1 PRIOR TO CABINET CONSTRUCTION -BLOCK AT UPPER CABINETS AL t . � o ^ u g 61 L/ -t rale "Y• J/"�' � a:. ,,.. ',. x., •.. : 'y ++,...�.,: .I sA.�.)as+ty ,_..,o .e.._, s®. . Aa 5. .3 d E —... ,,...:.xm lv-,di�� 1 j _ of _ - - -� X61- I aol® I �' �� j )1c 1 R 9 G STOCM®RAFYINi9 FORM NO. 161.55 10IIIIIIIIIIII I s r DRAWN 1 aI®B ' ,e T SHEET 1 Cr ` i SHEETS -r 1 1 II Ij 1� II I1 1I 11 ,� 11 II 11 I� 11 II 1 1 1 j1 l 1, I i®i I it I i 1 II II I 1 ]J]Jb ;ll�t I 1 P ,d\ II III a 1-0 �td V 4 , _07- I. �/� ! f� r ��+'.I. 3 1 d®'A9enameaan l � w�0 J.5'.0 3 . r y`F�,C <J ., 'i. y { `�.' �;:' '.: ♦ s .. �i�i�m .n, Fr ,», 'rt- .: � 4 ====!p=-%.: , . ; .r .1• W.,1"-� I � lu��fi°♦.. +w.w... � � :. �:5"v' r• APPPOofI Butte County Environmental Health : d4lYblasdm"m t CV-7.&t ,� �C�y CA^'1 16 , jy I ��r'"' %6J Fs i T_� f"� 1 e.®___o_.__o-._,-m.__®_®®®-®---____ 9 F"�• T I �''�•� - ,.,....s.�,rar....,...,: - ,,..,. - .,iw.:...,,a _.....,.w.�w,nsx.,e.�.w:...W,n,.... a,n..W� .:«w_..w.w,,rwa.�_. .�nc....zu...+:.acw.e,.mm . __®_____®________--_v_________________________----___________-_-___-_�___ 1 e� w, R ,r • R �. 9 - _......w _ _ "'"•"'""°r" _ _ _ __ _.,.,w._r..........,...y:,..a..w..ww...... - . w•.rew,.es,w....rneaw+.u+,.�w+r+w:am,a.+ew:..mu♦...w.•.,.w,m.a:w..ne+..+.+.-.+..ate.«.wwrr+,..+,: ® �.�. �'°a :rte ��>�• �' �.� ALTERNATE BRACED _.� ,Z4 - s ,NOT�s n i>I 1 1® I. floor framing consists of dimensional lumber. '; I (7 f m I I~ Note* 2. Simpson SSTB anchor bolt with coupling at double mudsill and threaded anchor rod for connection to cou Itn : P g `;,, and holdown, 1 „ „ a dd4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of BP indicates Braced wall panel" per UBC 2326. P p holdown.. � - 4. In the first story of two-story building, each braced wall panel shall be in accordance with the details shown.,.+>; i � I .�®,��GiOhfG�• �y�� J dw ° E crept that the plywood sheathing shall be provided on both faces and tic -down device uplift capacity shall not be. /� 4 Sill mailing of braced wall panels shall be minimum 3-16d less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. t 1, . _ r ftw -story buddtn s 8.�..2U26.11.1. r' v - Yla11s per I6 - 5. t!]ternatc 13rt1ccd tiVa11 Pan s cannot bc:used on the sec®nd floo 0 0 ! g (L7 ) EL_ -r, /%� dL/L T3acladda s w e g (Willi noted nsayhfil bona for two S(6 buildings) PIZ Y_ Te 1 �. ' � _ '(•. � � ( 1 �,.� lir � ��. S '� '' 1-",�U4:.:.•+.�. '. ^ r �-�1' t ®m, 14aor>V,-r0. 1 . � _ i/l/��1� vi 0, ,til I �I ��W '' Y�� iU _t ' �,� d' �I FL 6", P��I I i f a I - 001 -1' N t s '� s ,pis: q xe 't#. t `� ,rJ a7-'•t�4 . ..r .l,x...ar ��sr. cS s..�.,�..,,'b °P k t 1d i�/� - d - 1 ;¢ I �i a N,-/ 1r. t k s uy" 0 sv l 10 Ni \0,4LL n - Wronme t 4 He O=LJiyr l 1 II ` 1 ,, mt b I �� 9j C; L.I I�� - ca I� %��-I SEP r r -u Vii' — 11.11 A �%AAIPIY 0011101 urlvi, % rPs1l"tli ir`1 ', f IN) i �' ` I �)� I� _ _ el I1+ ALL SHELVES TO Lit: FIXED 4 3 ° r a I I'i 1 -VERIFY SIZE9 9 MODEL MAKE, i / F� V�. b,.` (� 1 1 I 9 o .d AND LOCATIONS OF APPLIANCES. PRIOR.T®cA INET CONSTRUCTION , � ® �-r 1 Aa v 1 A�' ANI. ! a�ltm�r� l�.l�l l.i Ij 1 ! I -VERIFY DIMIENSIONS AT SITE ! X 9 1 I 1 PRIOR TO CABINET CONSTRUCTION -BLOCK AT UPPER CABINETS AL t . � o ^ u g 61 L/ -t rale "Y• J/"�' � a:. ,,.. ',. x., •.. : 'y ++,...�.,: .I sA.�.)as+ty ,_..,o .e.._, s®. . Aa 5. .3 d E —... ,,...:.xm lv-,di�� 1 j _ of _ - - -� X61- I aol® I �' �� j )1c 1 R 9 G STOCM®RAFYINi9 FORM NO. 161.55 10IIIIIIIIIIII I s r DRAWN 1 aI®B ' ,e T SHEET 1 Cr ` i SHEETS