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B17-1036 040-280-094
I 11,6 - ..__-_ - . �..__�L_� 11. 1_ -- -- -: -------I--- ---- ------ - . __� —w _ _ - - _ _ _._ .. _ _ _ _ . ' 1 --- --- _ _ -- -- . t • - .. .__,. - . . - r - . . . ... .. .f .. . ; I . I . . . -_ -- -_ � � .- -_- . . �. . - . . . 1 t� architect - - e tt C l/ent�latinn �� � A _ '0 As �, -. I _ Site Location Scope of Work . -•2 _ u e_-_ ounty_ _ maps. . A�� y; fir° - f_;'' ocl: `� r' - - - - Attic Ventilation _---__ _ ... _ _ {) --- Garage Remodel . Conversion ' . I TEHAMA S s F� S •- -____-1'�_�4" `-�`�'}^) Project: Brines House APN 040-280-094-000 a . �-- f . f ( ; f �•.. C011°'s. a Remodel and Additions . 1 _ s��•' /�� '°°"""`� 1 / 150 AREA VENTILATED' r- � 1 .1 1 t g 1>E1 �.�: R ` Address: 9012 Goodspeed Road Drawinu Reference �� 44 : , ,�, ZONING RESIDENTIAL . , I--uotl`e od-. _ "� /'� �' �fi = j ? !mo w ,R � . `'�,,. Durham, CA 95938 1/150 { gsf) = sf �;r „�; ,1 °� 1 " tQ F�*�-��`��F Durham, CA Al See: 1IA1, 2/A1, 41A1, 9/Al. 15/Al ----�� . °`" t1'anca - t i �° '1` rtr` ° °r:' . APN: 040-280-094-0001. Ohn � • I l r ,' `qm�f-`' ; ' i , pis t, >o s" Owners: Russell 8 Catherine Brines 112 Required Vents Located in the Upper Part of Ventilated Space A2 See: Floor Plan 1/A2, Rooms 212, 213. . 'ti i 4 Phil;!. . 1. W11- ,,,,«" t pl.d ��. t_ t �,�/ J ,� J rrlACAUA � k < Greater Than of = 3 ft. Above the Eave or Cornice Vents A3 See: 1/A3, 2fA3, 7/A3 Note'G' - t J' (530) .895.0110 PERMITS BUTTE COUNTY: anderson i / "««�.® ;' • s , I& 4'- PARADISE 112 Required Vents Must Be at the Eave or Cornice A4 See: 2/A4, 31A4, 5/A4. . . r § , " ��; ... �� /! �, b.� •y W f _ ow0o • #94-1526 A5 See: 1IA5, 2/A5, 4/A5 . `'►i„�I ,�*-',r 1, ._6j �» ` 5 xas 1. DEMOL{TION AND REMODEL 144 gsf OF EX[STING HALL, BEDROOM _ wt-- ",--, 2395 Alba Ave. ' """" t € 4 " ; +e, - �+ AND CLOSET FOR NEW HALL, BEDROOM AND DISPLAY CASE 6-22-94 Addition Area: 330 gsf 2.20 sf S1 See: 1/S1 t : ,� ��•A,= 1 �Iy 41; .��► j k (Single Family Residence). 112 = 1.10 sf upper S2 See: 1/S2 . . . Chico, Ca. 95926 •- '� c� !� '' s �*. d ' __% _ PER PLAN SET. (JOB NO.: 766-2-17). / ; 530.891.4242 V 0;v _.- °"'� ' � , f �f I '_ 2. PROVIDE 330 gsf OF NEW RESIDENTIAL CONSTRUCTION (ADDITION) 112 = 1.10 sf eave M1 See: 1/M1 - : \ � ` '-•�":' ? � 2 / 1t1A �; FOR LIVING ROOM ADDITION PER PLAN SET (JOB NO.: 766-2-17). -Code Information 2 Addition Area: 846 gsf - 5.64 sf (*} E1 See: 1/Ei I - . .-. ,tee..._ *,.e -.' / 141 *Faso . �, _. . I . . 911 I a? _ - � � e,.- f l, ( � 3, PROVIDE 846 gsf OF NEW RESIDENTIAL CONSTRUCTION ADDITION _ _ _ 112 2.82 sf upper _ .kms' 41 �.. �' � ' l ,J &1 • j!_ FOR MASTER BEDROOM, MASTER BATH AND MASTER WARDROBES 2p�g CBC 112 - 2.82 sf eave l r r' J i I . k Q ` �.., 1 ; -I 0 % ;" J s I t � a'� �� " h'` PER PLAN SET (JOB NO.: 766-2-17). CEC {*) Replace (E) vent areas covered by new Additional r ,r, I j°•� � �� � •�2�. � . -/,r`' ,� �` �` «•^- � p,. •'�y _ 4. PROVIDE 720 gsf OF NEW RESIDENTIAL INFILL CONSTRUCTION FOR , i l% jy"° GARAGE CONVERSION FOR RECREATION ROOM AND UTILITY PER ��� __.__Sub .Floor Ventilation _ _� . - .,� {b) . t • ii WK , .- a cNttox, CPC - t DURHAM . Ad. ` -,__ d'I -�; � �W` y� �r PLAN SET (JOB NO.: 766-2-17) t . �( !i 0 5. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION C ENERGY 1 1150 AREA VENTILATED (Crawl Space) - . .. F A" ' " . _ �" r -� ` Vii. r ' / SYSTEMS I ELEMENTS COMPLETE PER PLAN SET (JOB NO.: 766-2-17}: C FIRE CODE 1/150 (___gsf) sf ARO .�. Iti'! 0. l. K J � ! �: y3 11 c°, . u9 $` .` 'a -;: ' FOUNDATION ) C. RESIDENTIAL CODE O. a�� �"� 'a " �� : a . I .�. / a'' f °' �, FLOOR FRAMING �• ` Addition Area: 330 gsf = 2.20 sf (*) a• 4Z. ?� Off® \ 4' " w� +" °4 WALL FRAMING (Exterior/ Interior) N � . .i ,� 9 ,� (Stucco /GWB) Professional Service _ _ . . . ParW Addition Area 846 gsf 5.64 sf (*) I r \T ` I •.�� S i _ e RMS. n.d I Jottwi11LC • , LMMOR V LL ROOF l CEILING FRAMING � . Cr»� � ` ■... __ - S swk RFC * �- V 9 } ^••^- � 1 � � wee '� �"••�.■ ARIA ...... � ez FIREPLACE 13, {)Replace (E} vent areas covered by new Additions. .. �_ � Sola, •am . maps. rp ( I •� ,n�+` tJIA$ONRY l STONE WQRK - Architect �*) (Responsible Contact) . a.0c,ta,.n°to M•F. (/ iKEQ m oC"' "' CERAMIC TILE - . —'"` .- . z� r� - �_. _.. . --- ---- . R< _ a� 1sz • I t orcftard - <„�, A,_ �. " _ `1 GWS (Tape / Texture / Finish) v a......ar c • - RICMYAIE a...a ' - - ,.,, w -. — -._ _ -- -- --- •' _ . �� o{r u ;'",, Ike, pOORS/WINDOWS /TRIM John C. Anderson -...,. ..�a Y T W,YeW. }' FINISH CARPENTRY (Doors / Trim r Crrnm Molding 1 Base Bd.) N....._.0 . ,�k�, !�` 2395 Alba Ave. ._...,..._.__.X..._.._.._.x. _..._-tK____.---� -�.--------�: x ------X - ,. 1 ......•."-rl �� s :, FLOORING _ ' ., j - u r ' .f IC _.. - -- . t "1.....AK •' " °� a z n�,v+ y iR ' € d31E PAINTING / STAINING - - - - - - __-_-_.. _ _ _... _ ' Chico, CA 95926 � /ZO --- ;;7••A? t fi .�/" •-' 5 pbe...m I �A, 9 ROOFING (530) . 891 . 4242 Fax: 894. 5053 j ' 6 (( -___ N ' ."'. ..." . € I 1 ■ _ - E.., 4 g " - �.. may + - a......A , a ., I 'K F'' _+. „e'"• - ,,.. pp FINISH HARDWARE - -. ---- --- --- � -- '- ----' ----- . ' 1. Cl..... Fr - f \J ) .%/�`1!y� I r i'-" ` '• Aw.' '", ` • ° CABINETS /COUNTER TOPS \ 116 1.-. _.....KI .. / I tr % Awl Mn -� •� _ Structural Consultant ,a......., � ' :�s r�/� '�"w+% a$ ( HVAC SYSTEM - � ...':ria ` iw - .� I ea. •b w. r.a"... PLUMBING - ------ — — -- -- .. '.� wt-` - _% ..,,, < u i ji... . 9 ■Y ¢ /� . ...,a, x t .moo'/ , �. --- : .a 1 "iQ ELECTRICAL iw::....a , f ,.., GR )? Roe >:-_ 1 r _ L -....16 t„t�„ is1- Summit Engineering _ [' •, . rt .....wr > �sa..0 o i - o�.v;t' 9 ` ��[� i 1� . �i� ' -__J11 - r . ' wy--...rr s t. ..- -1 t� R...! A�.a, Andy. Ryland ��/ SC -T 1>�• ; 1' C 9. w, - . �r ; d:�:.6oa �- F • E Y Y P i .� ;1? _ _._ i .A....." a -- - �_ dditi - . . . . �. --.. . 383 Rio Lindo Ave, Ste 200 -` e ' — - . Zo 16� ___ _ I . l�� cc,G� �,� . ., - ___--.-_ __Butte County . _ r_ - . a _. . _-CBC A n a I s i s . _ . -_ _ - _ Chice, CA 95926 . . .. . 1111111111 111111111111111111111- a. a *z, WK AMZ r - e� (530} 592. 0149 _ - - I A&�AM41J"1 �h� _ :--0lYEjV /Z� GAG EZ"ev,,E � S0Pl1' �K �? q < 4 ,�,` F Awww s" ;� % " >: —__ .-��.._,_. _ .. ..--�j,�♦ .._._ - iV —.. �t�//Lfiw�l�Y! 4I� . _ �� f�l�l /`//� �,�� �rR+f•.+S I,,,r \l Jam- -?; �• 1 —' _ .'✓E�----- i ! r • . . i �� Ulf f a� , ✓. { >. OCCUPANCY CLASSIFICATION: R3 Single Family Residence A l0/J Ai/je/ _ " , 9 , M/W Ww eA,°°� T -,>K . 4 t,e G«� *,,, =iI Title 24 Compliance - i F / �'�'Zo -- AI ., i ', ,1. CONSTRUCTION TYPE V.B 4114, � 0�' �S: •� - _ i ��► . c ,6 cr�i . `, *-,err / Date" . A+� P S u _' L � °� ---l`_� K !-' � GG� S WRd. ,4 sctrr*rs.o.a__v*..� «, ALLOWABLE: HEIGHT 113: 3 S oI - ` _ eSld@nC t ! ti� �,., \Aa ,`""° s .,1lFl, ;l ��Vi_ RMC4to % ,;. `a [hq �'."�APoJ,°`",: AREA: R3 UL Rancho Engineering Garagei 1� s� -#,_� 1 ..;-.•; Propo d %�f/i� /� A�G/y F .t Road. - a+ecwco R.>a �' ,` . �e0., _. _ _" _ ; -_ New Ad (tion Ay A011 ... . �� t PP ;•ter fix* �` �Alg,' <*r Jarrod Holliday, P.E. S - - 1 � l\�_ .I ` ' �� , = ' .'•' ' �• �& . -sip°� OCCUPANT LOAD: 1!200 (3656 gsf) =18 Ste 3 96'-' P �1 a _ _ ] ___ ___ S Z iii . � _ 5550 Skyway, i ----- ___ --- �.- .t ; td 2T GLE���` t `• ,,; �Ar o,,,. ` °�)r r: ' �, ( EXIT: FOUR {4) . Door: {E) 36' x 80" (Min) a 11 € i i t i .Ae . . . r . � 14 Paradise, CA 95969 G•2. -o p p " N __:, -- (D� R . Re •2a i $ r� „i►, / a 9a N-•, tAd`"--;~•" I % <jl Existing Floor or Landing Each Side of Door Proposed Remodel (Garage) - ------ -_. _.. ...___-- __ b . ,:22W - �'k j 1 s i > r M. I ���° s• ' ' y. eJ .r'" (530) 877 3700 (phone / fax) I _-- _ __ i o� ed Remodel Gara .. � __ Prop i ge,).... _ � -I'll Fd. 30 %'... RtYdt Oaria, W„t Rd. OwFad.O a r� �" - .m,. .0 - 1, - . �a1 (,r I- a - �f ;- (Conversion: ec:-FFm: TTltllity) - Pro os ' ad.�0 j oe ary�, J DAYTdN .. a �a n° t 6 ,y y" ° : sP t d, P Con rsion: Rec. Rm. l Utility) _ i D �- - ,aa4.1; s .- /'T' - i c'' = E o s ,�I �Q a.,•, p. ;,,,,,...tom - _.__.---.__.._.. _ .. _ . - --. - - - • - . Dualla �� .+• r' Wood Truss Design 1 Calcs New Addition !I _ V DURHAM•DAYTON 2 d a�"° m TparHr "Ad �A-_.�--.. .(LlYing_Roo.m) ! 1 - rt'►'^+t' - .Q� O .� .HIGHWAY $ o �T1aK you Awl / i l . j .- _ _ o'- " J lav o' �..Am.il'j_-Am.C_.Section,R3_143. :'.g. _. ._ _ �'�.. --- (•�� -�� •� �r� � � �1 �o•� 1. a . e��n <�?` Mitek USA Inc. V .. . _ . r c .. v g b I UWAA1 ; $ % ` T 'r ../�" a�' `', A c A. In each sleeping room. ( _ . - . �� Q a DUMUMy ➢ s �"; ��< Nett °o ` g. utside each separate sleeping area in the immediate vicinity ofthe bedrooms 250 Klug Circle t� � JJJ X . � �i � X. 1 ` Na ca° y gat , o / ✓" ad. `�l'-• /+ •• ` I t-' e V y tit •r� t c r 1 a r.Y 1 -& fiarbon monoxide alarms shall be installed in the following locations-FC.R.C. Section 11315.3. i ! Corona, CA 92880 x 3 €�•L } I 3 - ua.i z ' I 44 fes) G-.'4 E • =1 40 " www ° ' ? A. Outside of each separate sleeping area in the immediate vicinity of the bedrooms.-Pl�1`1/p, t/Dl15E Burdick Road > PA 1. HW Y. (951} .245.9525 3 °•°1—.05 f,EN4- I > , n B. On every occupiable level of the dwelling unit including basements. '2� I t Tracy a c. tYtltt�tl C. Where afuel-burning appliance is located with a bedroom or its attached bathroom, a carbon monoxide alarm 7 ��}� y M ' shall be installed within the bedroom. I� P--- �jcK Road 1 Ranch Rd •"' v "` °^•' - ..._--__ __ ' . is —_ .. _ ), $ -' - ERM ,� - _ _ ---- -'---- - F 1 R - - ,� P �le?� t •- - _. . lard Read i 1, ; ,i w — _....._._ _ _- _ _ I # A _ 4' I I DURHAM a � _ T-24. C �v BU- CO DEVELOPMENT SERVICES - w i i I d a ;* € i ,!'r GENERAL NOTE: I I 1 I = 5it % t' (�; eq HERS Feature Summary d _-, GAG 1+. �"'....""'W._`"'x � EV I EW E D � �J R S h een Tit! e 1 a Cwt ,oar tiao'. `'' - ._ -':: �'^� • :;, : �-- 1. Ali construction shall meet latest r uirementS of a!I the California _ - '�' ,•�� ^ n' �, t• - A CM Inc m• ... a wtr td .,4 m. v."` - . 1, J / 1 V C Building Codes and Butte County Ordinances The following is a summary of the fes#ares �_ _ __._ _.__ , ,/LIQ _}iB/S _ _ p that must be field -verified by a certified HERS .- • . ..: _ . ;� / �. 41 DATE. `6 Ol' __Durham CA __.___ __ __ _ __ _ _- ... b - ; Rater as a condition for meeting the modeled - n walla. _ ' _ ♦s _' - 1 - - - - / 1 �% J tot shall be graded to drain surface Taxi away from !*rinds 'on rhe ade phall ._ . ._.._.__..__. .._--_ _.._ - - - _ _ IF fall a minimum of 6 inches within the first 10 feet, 5%. C.R.C. Section R401.3, �" ':� : -:I -ice'•' energy performance for this computer analysis: , -" - - -- - --_ - - - _ _._� .--------- -- -- . -. 1 �+ ! sutlaiii VeTt#iCAttt►l @ :.� i t e P 1 a n.. % , . 11111 ORIGINAL PLANS: IAQ mecltaniaat ventttatlon S ate t a n �y� . Caoiing syst" Verifica#tons: . \ ' -. ----.. - D et a � I . P. •r ;jtn , - mo . . FOR: STEVE 81 CAROLYN BRADDI VirdmiunAlfflo - / �M11611111, 11,1 ARMSTRONG , tI nae slz !ODV _ �o . $D /oo _ _.. t'4111111111 Md . DRAWN BY: GREGORY A B1 � 1036 B- /R('_ t *511 . R6frioeralrtCher" -. _...._. - 040 -?811)-0 )4 - - _ -- -- - ---_ _. _ ---- DATES: (Drawings): May 8,1994 _ - fanEf�catyWattsicr-M ._._.. __ __.._.D.F_ =-Drainage._Flow..-_•. _-___-_.._-.-__' - --...— . . " . 2 16.22.94 iIYAC DIS�i. to" system verifications: . - - . . J t1 LY 21, ? 1117 - _ - (Permit): # 94-15 6 . i3lttt'sealing : ' ' ' - ...� . - Cwsnestie Hatyvater Syatetst Veriit REM O D E L/ADDITION - R€ C H €C K 2 __ . . . � I I _ Naie - �� �ii�i A ndex Abbreviations . I . - . . . 7 - . - ----___3 _ - � _ ..: .... ... ::,.-.- - - en:1 , I . . � � . . era l Notes - �:e n .--...-._ __'; ........-_' : , res a t . _ WALL OOHS . ---- Al. (Ei Al ISA SITE PLAN DRAWING INDEX AREA DATA (11ablutYlAT,(r - 1.. Do ooVENOT SCALEADL SCALE. ' FIGURED DIMENSIONS ON THE PLAN SHALL � - � '�� TOR�MAiN _ Original House (1994) � - 1..-- .,_ , . __. GENERAL INFORMATION .SITE LOCATION MAPS AV. 11. AU,RIKOATx DAUM - b.1. DROP iIt1:Y! IVO. rm-ring Rvs. � nK Seri.x � N. MT „ „ , . . DOOR TYPES . WiNDOW TYPES . INTERIOR A0t111, AU(IlWght6 DiA. 01MITO no. PURAION iNI NAW AXIS. MAIN VAM 6RADRIt N/ Ml7'11 1 li�1tF IT INA BROOM CLlI:At1 CONDITION. AL. AbtdtlXON Ci". DiN99 OW /tit'. mum , N. NnRT1f [,a- NATER CE.Ow 10 UNDERFLOOR ACCESS TO MEET CODE REQVIREMENTS. LOCATION A3 GYP: Tom. & I. TO MATCH (i� Garage Conversion 720 1896 gsf () . - • A. P. ' ACCRL•d PANEL btN'0. DINIIN1bb N.I.G. WW IN C TUACT ¢. 6007!1 . tin. ¢Don ELEVATIONS -- ....- _. . Arrlu». Arr,toYlFUTK . else. - blsrRISIOU tIA:" ague[ . wl.... A NtAtbKn [.e. e11Lta Dana wa NIresL 01E1P71R APPROVED BY 04fNER. - . . . AM;fI. Ant:IrltKOTbUAL W. nOyN OALr OALYANl;aO NOII. fNxltHAt, [.C.b, r,SAT Covsx brSt'EtRiRR r/a N17rtour 11-, •CONTRACTOR E3tIALL 3U11t•1IT MANUFAGTURER'S SPECIt?'ICATION, _ _ . f„"„_,� Aso. A5RRt:rass b.a. uooll a►[NtNa a:r- ata¢ [Ars IF.T.B. Not TO liCAtR' CCtR1¢. ttxbratwL[ ter. NAtEntlu,os A6 INTERIOR ELEVATIONS .DETAILS r��li'�,/:'' Anl'll. Ad .1 IR . Ix" Q.I. aALYAx12[b IRON a. b. SOAr b1aPt0iCxR Nisar. Ir914SUT T SUGGESTED INSTALLATION PROCEDU�REs. SAMPLES � AND/OR, � S[10I' � NEV+1faMTiTION; W. AS NOTED • . Ani'll AUTtxlA71L' Ali. - bDWNS�1.OUT ONb. 4ROU11A - O, A, • tWKtU1.1. - S[CT. ' *E(.TION tit. NK1*iK - . n*. no to a.s.r. LRT SSANbp1r[' OR. cuAp[ ads. 614 *L-1111 ' Il Vila ETm7L701GtL xNQIN. Iiptw. N.e: Vila Owm DRAWINGS FOR ALL UN6PffiCIFIED ITEMS TO 'BE L}SED IN THI6 WORK. Remodel (E) 144 gsf SN STRUCTURAL NOTES Date�'I�1�' . : 0.1:.. . ON t:RNTKII ar.cL . .nASF:Ti Ct.Ans .X.a.r I1EfM Ntas rmmrc - •OWNER SHALL A1Pi'`I?AYE SUCH ITEMS PRIOR TO INSTALLATION. . W.O.lB4O. NTH OWNER113YOW.NE i 1106. UP1111%xt taw. DRAVIftt Q.N.a. aTl'*tM kALLR*nnb o.a. alTttibK b1AHM.11 (01".I • SII. 91MV � •• S1 FOUNDATION AND FLOOR FRAMING PLAN *cT. Wrwptll Its xt/usltsts, ase. ev"uN Orr. 4wrl x stta. *it0Rf0t 12._ PAINT SHALL BE BEST QUALITY - A14D SHALL BE APPROVED FOR e1suN. aITUNINOW. X. KAGT O.N. OTK1a11IS OUT. r"FAT . .QUALITY AND INSTALLATION FRIOR TO WORtC. OWNER SHALL -APPROVE - [L00. UO,LaiNa L. utsl R. a. ItOSs ¢Itis • - *law. /N•r.NitHs nms•a. qus,ITtuwy. _ - q,p.g•O. Ar DIRt»�GTED BY OVMfR - S11G'i3t 110. , . b1.E. DOCK XAS[. M;11=11T ICI*. IUt0110A[b Orr. Ol'11kail7a SIN. S1MLAIt - "$CHEI'•i$" {COLORS AND LOCATION) iRlOii TO INSTALLATION.- _ NOTES. DETAILS 11 . nrAf�K MINI - s.7. WRI•ANGIrx1 JOINT a.c. � t10l.Unt a*Rlt OR 11MOIOAPrab X.L- . SKYLICUi . sat. U1.1X EL, nLEYATION *nWii. . tlAttbtt0aa. P. NOIR i. N. b. SANITARY NkrxlK DICt'ZNIIAR - 13: TITLE TO' DRAWINGS REHAINS . WITH JOHN C. ANDERSON.AlIft �.�.. tloT. *tiTT*N eLtc. ELecTRtcAL" rtl„rR. :..IIAUONAna l.c.c. rOitTL11UO Coen ca"ClUt" 6.N.R• SANITANY NAM911 REC911 AC1.X PUBLICATION, RirFRODUCTION OR RE -USE DX ANY t�TiiOD, IN .WH04E A.B.O. APPROVED BY OWN<_R S2 ROOF FRAMING PLAN .NOTES .DETAILS . , b.0. ay OWNKN lily, ttirATOR H. Doom it[TAt. ' I'Mr. PUR-CA*T SPIC GI'BCIr14ATICN . n•0.1.. suct.01R00ETUMM LANE SOR. :IHLne"ICT twit. 110111taNTAL rill rLATIC i'q. DQUARE OR iN BART IS PRONIlRiT1iD. Revised Areas �uA a.u.u, mn�T•Nv itmrlNu EWeL. xtlCL00UIIE • 1M. HOUR 1. L, t•I101'KaTY L1mR 0.011. . SRIYT6E OINK a M7 MECHANICAL: PLUMBING PLAN. .HVAC PLAN .NOTES a:N. IIUTR WAYS Ems. tNTiwn,s br. ' tm111. i,IAN. w.Aorsr. LRN:NA7K ¢.its aTAlmiJetl¢ nTIKL 114. THE ARCHITECT AND ARCHITECT'S $ CONSULTANTS SHALL HAYS NO py��V 3656 Sf . I I Al . . �-- . CAR- CAnINY.T a:►. X7JCCTRWAL I-ANELIttiAit* a: W. IItiT NAT[¢ INSASI.nt F.d. Fll=•LD filer- 1 . 1'I.Aa. rI.AOrRtI ILTA. STANDAR RESPONSIBILITY FOR THE DlsGavBRY, PRESENCE, HANDLING, Residence g () E1 ELECTRICAL: POWER 81 SIGNAL PIAN .LIGHTING PLAN t.�- C.Y. CATex1 tiAr.IN XQ• EQUAL Y.T.A. C. NaATtllnfw[N71111R, / PLYNb. rLYNoob [T¢. tsTANUAttO - _ - Cilli. CK"Cut xarr. ' Saud`"" • � AIR atrNritM111e ETT. I'AlN4FRr1 ¢TL. tTnKL REMOVAL OR DISPOSAL' Q%' OR E7CP06i3RE {ilr PERSONS TO k1AZAIti70US EXISTING / NEW 1. . �, L'RR. Cl1tAFliC [S't. iCTINATY 1' r, IOWEN 1'01.[ •CTOR. ¢TOICACE _ .(°-•/ /(N) _ _ 144 Sf C.1. WMT 3111011 X.N.C. MCIRIC NMXR COLLRR S.D. SWIM 41A"[slcl to1") till . PAIR VVIL• ¢tt:ilesuxAL I4AT1$RiALS 1111 ANY F01tt1 A? TCYII PRO.i1IC? SITE,. INCLUDING BUT NOT Remodel (E) g NOTES c.J. COrIn71ttu7Tldl roles I1►OA- Xxc�wtte i"a' tsuaieaeN. Pt, rotNT :iTsp' 'sini c"IRilatAa TOS . POLYCIIL�I r LIMITED To ASBESTOS, ASISES PRODUCTS. FATED (tAAi°C1i �ii1S-r. � .- ; L Of SIl@8tS . . "`3 CR1iirRRLINc tx,/ ttttru+iGT.- . . . . YL SUBSTANCES. . . JAN. JANITOR .. • BIPH !£N { pC$) 411 OTHER,TOXIC BUBSTANC S - (.E) . . JI. Jat¢7 • .. .. (I _ _ I�, �d �r �I' ' 1 TDIF� 11MR T*NXI. bntrElraxR T. o iREAu 2. DIifEN8I0N13 At'1sa t3IVTN TO FAC1B OF FRAMINt1 UNL$BB. OTt3]cRWISE r'r Residence 1760 gsf ( ) SCOPE OF WORK .CODE INFORMATION .BUTTE • ANa awl OciLURI L'An�x1EA1 � ctiw. cIP. ><cloaXO Xt1•ANaiaW tqs: a1Tt:71aW - r.T.a. r.T.bnl rArcc 111111 t LYNN T•9• 711 DAR i�oT�D. � .+�-�'� �--•• - �py�1�G►ppp�- � 1G"7 / . - ! A110, aLa. MO. 01=9= - 1111. xiTKR1aY IdR.• _ 1:MKMAT*R'J bFfl't0laltp 1� RxtSRITAQIX T.C. TIL. M. 011 Min T41,1111"It - � • 3.- C014FIRM EXISTING CONDITIONS AT SITE SEFOM BEGINNING WORK. � .. .�..� . - � - . ... _ . 720 COUNTY .PROFESSIONAL SERVICE _ - cKNTESWxNa CKWEIM1IAMETER CLR. ' CLVAR 14AM I.ANINATR 1.ATATOUT i It. M. rARTCT1011 PA.&I t TOWEL RRMMIA Tit[. . T�Era ZZO � - REPORT hI1Y BISCRBPA14CIES TO OWNER. � _ .* "' Garage . ' O On m7{I40 6.N.P- C.H.G. CORRV"If'¢ Writ, Pipe co"CRtT[ RAsO"HY UNIT I. I.A. TIM FIRM! AI.AM LAY., LIr'o LIVIRU . r•Y.a. POLY VINYL atl-ol11tax 1.44. 4011,,1E ANO12AMVIC Q. ALL CONSTRUCTION TO t}iEILT LATEST REGIUIREIlC#1T8 OF THE UNIFOttlt'. A2 FLOOR PLAN . CONSTRUCTION NOTES 4 I 1'ENHY 11w.nrlmalFa,tAR r MR. COMM /.[. rLAr oAn L1l[, LOIOt[N I.Iatlr r.irb. PLY111" TI1K, TNR. 11111:1 Ttntactta.b - .. . BUILDINit A11'D PLUMHINQ COtaES ANB TH NATIONAL BLECTRiE-CODE. - NEW # €LOCATI;�( )•• Entry Porch 240 . a 'et.ATtr trwma olI NUHutR u.O.- OOL, C14" an c6t." I.R.O. Y.O. rt 01 NO tw 111111111111 • sLoo11 Oulu I.T. . L.T.P. hion' POLX Q.T. •R. QUARRY MX T.I. Tar Or rAVVJWir rAl•�t b101[lkkNt AND CALIFORNIA' STATE ACCESS LAW. • .. DOOR THIS PROJECT; SEE A3 ROOF PLAN . REFLECTED CEILING PLAN - . 1111 I CLIOF.b Rx [ATiNO MI cam. CEOFtr. oonnlNArl*M CO"[`OOITiOW I owriDd7[ rb11t.. I. t• wbNlinrrrToN eta[ t12tN01il*tatR MAc. . "Aaf"tM .R.A. RAA. k1st01 RETURN Ask IlAatlw T.r.o. T.T. T.N. TaIL[T T[t,91firtOR Ter or HALL IJ. 'ALL EMPLOYERS WORKING ON THIS PROJECT SHALL BE RESPONSIBLE - DOM SCHEDULE SECTIONS: A B C SECTION NOTES. MATERIAL INE CONC. comm. 1xylmt(YI'M I. X. C- r.r. rips [A1tiatiSNK¢ CAktNtt iottCli�b OLMR N.N. ",Y<. "M1uRK 110t,T toth 111x 6101110 T R. 0, RUauKN NASx . Tyr. "MAL }r0it CbMPLIAt4Cfp WITt1 CAL -OSHA REQUIREMENTS.1. ol . ttrott0il:t ArtC Oi•rlbliAL1 T". COMM" R OU9 f•R:Q. 112" !"O" ��tt amu: Mr "HAMS 'RFs: RXITMIN •S S. - . ALL DEMOLITION . AND CLEARING! FOR CONSTRUCTION AS APPROVED � BY- �:. - � - .# - _ � � � Proposed Construction NOTES - L. . . . A.R. t ANI•irwt DOLT Opiut. IMAM OM cto1IRC01100 aASI'.I"? IIN. r:L. @AHFN1tT Y.fN1Gt1 � ►1,011 LIVK FRCP. Wit; NKrAt. "AwIYAttivriKR RRrn. RUTH. Iternic.9 Ai'*R krA1nTKR � .. 121117. b.O.x. umnmlFRtttn UNLRL•d ttttfERN1lUt MUTIto ':� oiaN R_ - - .- *0 '11"""""Y' ,r......... REMOVE ����{'��-� (� _ A. 11:6. - . ACCCYrMI11AMR HUTAb1I01[ ISMI IC C.¢.r. txtMMAIM own Ilse IL. . VI,OON - Mi. "AN1001A SttfNr. ItIENFOrtCab NR. NRINAL .. 7.,-. ALL UTiLITI1gS 'SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL .. _ .:,•.,,:.r.' . I.a....... - � NewAdditions: A4 EXTERIOR ELEVATIONS: SOUTH. WEST. EAST. . " ARV. ArariK CTR. L'p1TEt i /LABII. fimillNa CEN. "i1t1"tim Rxl1. REQ. I111swvE tol 0451"ll '._r.A.T. .. f1NYl, AL*E*Yalt T11i Pt3Rf'0$$$ ONLX. 1isJ4AGT LOCATION AND DEPTH TO BE VERIFIED BY - . - . f A.C. A,c 1-IMALTIC 11."IMIC IC Alit COHnfitDNFNU CTIitC' CauN71;ROCRK ILIION, I.a.c. ILtJaltr4itENT . . IACI a/ OnNaRXia . 'NIR. - Mtiia, "11111011 "IlNOCtJANK1MtO 111111..' 61.0. It[GiLItNt 110oFIN0 V.D. . .ANGOR w,RktlaR OR YI"ib BASS Ct1NTRAGTt:3R PRIOR TQ GOt4MENCING Wei 1t. �. Living Room n ,¢ X30 gal . NORTH Atmil. . AWta1TICAI. 6111.. ix]Unl.[ I.O.r. CAU► qr ItNltlll 11M., HAi:0811 01'IO OM wi. . maxi - watt. _ - VERTICAL 0. . ALL UNDERGROUND CONDUIT SHALL B8 PVG SCHEDULE TO BURIED •A Ni:vY LL '�I'IiVV CONSTRUCTION: g . � A.C.Y. A. a. -At:uir.:tas ttrtuu!xFr 71rN AiutA DRAIN- arrT. DET. naPAttmxNs ' .DETAIL 11.4.¢- 1,6 . rAax of aTuu¢ sips 9007 I.. . tris. .- ".TitR, IxxrNYKu WT -At. TORrwan.n S.D. R.O.W.' RotxUl OMNINO RtCtiY fly NAY TEST.. T.T. VrnTlUMIC rtNYL TCL1t MINIMUM 08' $4" $FLOW asAADi£. . �i,f tdl�al ^ - I�IATGM (� r +.�.T t�rl y, Suite 846 A5 SCHEDULES: FiNISH . DOOR . WINDOW ' . AtOJ. A r i A*,uOTASILit AtxivK r1NtININb r1,o0R b.►. b.a abINKINO t* WVAIN VOUPLE #111110 i.[. 1T. rU1.D ¢lift FOOT OR rw wt, NUL. "ATKIt1A1, �R,1U M kNO.. RRIA10oa �. CONTRAOTOR &HAUL REMOfFE RrfI;fAI$H AND 1�BRIS > A01d JO8 6ITS AND 'll IN ACOIJS R ATT iN3111 M. Bedroom AV. 11. AU,RIKOATx DAUM - b.1. DROP iIt1:Y! IVO. rm-ring Rvs. � nK Seri.x � N. MT „ „ , . . DOOR TYPES . WiNDOW TYPES . INTERIOR A0t111, AU(IlWght6 DiA. 01MITO no. PURAION iNI NAW AXIS. MAIN VAM 6RADRIt N/ Ml7'11 1 li�1tF IT INA BROOM CLlI:At1 CONDITION. AL. AbtdtlXON Ci". DiN99 OW /tit'. mum , N. NnRT1f [,a- NATER CE.Ow 10 UNDERFLOOR ACCESS TO MEET CODE REQVIREMENTS. LOCATION A3 GYP: Tom. & I. TO MATCH (i� Garage Conversion 720 1896 gsf () . - • A. P. ' ACCRL•d PANEL btN'0. DINIIN1bb N.I.G. WW IN C TUACT ¢. 6007!1 . tin. ¢Don ELEVATIONS -- ....- _. . Arrlu». Arr,toYlFUTK . else. - blsrRISIOU tIA:" ague[ . wl.... A NtAtbKn [.e. e11Lta Dana wa NIresL 01E1P71R APPROVED BY 04fNER. - . . . AM;fI. Ant:IrltKOTbUAL W. nOyN OALr OALYANl;aO NOII. fNxltHAt, [.C.b, r,SAT Covsx brSt'EtRiRR r/a N17rtour 11-, •CONTRACTOR E3tIALL 3U11t•1IT MANUFAGTURER'S SPECIt?'ICATION, _ _ . f„"„_,� Aso. A5RRt:rass b.a. uooll a►[NtNa a:r- ata¢ [Ars IF.T.B. Not TO liCAtR' CCtR1¢. ttxbratwL[ ter. NAtEntlu,os A6 INTERIOR ELEVATIONS .DETAILS r��li'�,/:'' Anl'll. Ad .1 IR . Ix" Q.I. aALYAx12[b IRON a. b. SOAr b1aPt0iCxR Nisar. Ir914SUT T SUGGESTED INSTALLATION PROCEDU�REs. SAMPLES � AND/OR, � S[10I' � NEV+1faMTiTION; W. AS NOTED • . Ani'll AUTtxlA71L' Ali. - bDWNS�1.OUT ONb. 4ROU11A - O, A, • tWKtU1.1. - S[CT. ' *E(.TION tit. NK1*iK - . n*. no to a.s.r. LRT SSANbp1r[' OR. cuAp[ ads. 614 *L-1111 ' Il Vila ETm7L701GtL xNQIN. Iiptw. N.e: Vila Owm DRAWINGS FOR ALL UN6PffiCIFIED ITEMS TO 'BE L}SED IN THI6 WORK. Remodel (E) 144 gsf SN STRUCTURAL NOTES Date�'I�1�' . : 0.1:.. . ON t:RNTKII ar.cL . .nASF:Ti Ct.Ans .X.a.r I1EfM Ntas rmmrc - •OWNER SHALL A1Pi'`I?AYE SUCH ITEMS PRIOR TO INSTALLATION. . W.O.lB4O. NTH OWNER113YOW.NE i 1106. UP1111%xt taw. DRAVIftt Q.N.a. aTl'*tM kALLR*nnb o.a. alTttibK b1AHM.11 (01".I • SII. 91MV � •• S1 FOUNDATION AND FLOOR FRAMING PLAN *cT. Wrwptll Its xt/usltsts, ase. ev"uN Orr. 4wrl x stta. *it0Rf0t 12._ PAINT SHALL BE BEST QUALITY - A14D SHALL BE APPROVED FOR e1suN. aITUNINOW. X. KAGT O.N. OTK1a11IS OUT. r"FAT . .QUALITY AND INSTALLATION FRIOR TO WORtC. OWNER SHALL -APPROVE - [L00. UO,LaiNa L. utsl R. a. ItOSs ¢Itis • - *law. /N•r.NitHs nms•a. qus,ITtuwy. _ - q,p.g•O. Ar DIRt»�GTED BY OVMfR - S11G'i3t 110. , . b1.E. DOCK XAS[. M;11=11T ICI*. IUt0110A[b Orr. Ol'11kail7a SIN. S1MLAIt - "$CHEI'•i$" {COLORS AND LOCATION) iRlOii TO INSTALLATION.- _ NOTES. DETAILS 11 . nrAf�K MINI - s.7. WRI•ANGIrx1 JOINT a.c. � t10l.Unt a*Rlt OR 11MOIOAPrab X.L- . SKYLICUi . sat. U1.1X EL, nLEYATION *nWii. . tlAttbtt0aa. P. NOIR i. N. b. SANITARY NkrxlK DICt'ZNIIAR - 13: TITLE TO' DRAWINGS REHAINS . WITH JOHN C. ANDERSON.AlIft �.�.. tloT. *tiTT*N eLtc. ELecTRtcAL" rtl„rR. :..IIAUONAna l.c.c. rOitTL11UO Coen ca"ClUt" 6.N.R• SANITANY NAM911 REC911 AC1.X PUBLICATION, RirFRODUCTION OR RE -USE DX ANY t�TiiOD, IN .WH04E A.B.O. APPROVED BY OWN<_R S2 ROOF FRAMING PLAN .NOTES .DETAILS . , b.0. ay OWNKN lily, ttirATOR H. Doom it[TAt. ' I'Mr. PUR-CA*T SPIC GI'BCIr14ATICN . n•0.1.. suct.01R00ETUMM LANE SOR. :IHLne"ICT twit. 110111taNTAL rill rLATIC i'q. DQUARE OR iN BART IS PRONIlRiT1iD. Revised Areas �uA a.u.u, mn�T•Nv itmrlNu EWeL. xtlCL00UIIE • 1M. HOUR 1. L, t•I101'KaTY L1mR 0.011. . SRIYT6E OINK a M7 MECHANICAL: PLUMBING PLAN. .HVAC PLAN .NOTES a:N. IIUTR WAYS Ems. tNTiwn,s br. ' tm111. i,IAN. w.Aorsr. LRN:NA7K ¢.its aTAlmiJetl¢ nTIKL 114. THE ARCHITECT AND ARCHITECT'S $ CONSULTANTS SHALL HAYS NO py��V 3656 Sf . I I Al . . �-- . CAR- CAnINY.T a:►. X7JCCTRWAL I-ANELIttiAit* a: W. IItiT NAT[¢ INSASI.nt F.d. Fll=•LD filer- 1 . 1'I.Aa. rI.AOrRtI ILTA. STANDAR RESPONSIBILITY FOR THE DlsGavBRY, PRESENCE, HANDLING, Residence g () E1 ELECTRICAL: POWER 81 SIGNAL PIAN .LIGHTING PLAN t.�- C.Y. CATex1 tiAr.IN XQ• EQUAL Y.T.A. C. NaATtllnfw[N71111R, / PLYNb. rLYNoob [T¢. tsTANUAttO - _ - Cilli. CK"Cut xarr. ' Saud`"" • � AIR atrNritM111e ETT. I'AlN4FRr1 ¢TL. tTnKL REMOVAL OR DISPOSAL' Q%' OR E7CP06i3RE {ilr PERSONS TO k1AZAIti70US EXISTING / NEW 1. . �, L'RR. Cl1tAFliC [S't. iCTINATY 1' r, IOWEN 1'01.[ •CTOR. ¢TOICACE _ .(°-•/ /(N) _ _ 144 Sf C.1. WMT 3111011 X.N.C. MCIRIC NMXR COLLRR S.D. SWIM 41A"[slcl to1") till . PAIR VVIL• ¢tt:ilesuxAL I4AT1$RiALS 1111 ANY F01tt1 A? TCYII PRO.i1IC? SITE,. INCLUDING BUT NOT Remodel (E) g NOTES c.J. COrIn71ttu7Tldl roles I1►OA- Xxc�wtte i"a' tsuaieaeN. Pt, rotNT :iTsp' 'sini c"IRilatAa TOS . POLYCIIL�I r LIMITED To ASBESTOS, ASISES PRODUCTS. FATED (tAAi°C1i �ii1S-r. � .- ; L Of SIl@8tS . . "`3 CR1iirRRLINc tx,/ ttttru+iGT.- . . . . YL SUBSTANCES. . . JAN. JANITOR .. • BIPH !£N { pC$) 411 OTHER,TOXIC BUBSTANC S - (.E) . . JI. Jat¢7 • .. .. (I _ _ I�, �d �r �I' ' 1 TRIM AS REQUIRED AND APPROVED BY OWNER. 16. SLEEPING ROOM WINDOWS SHALL MEET EMERGENCY EGRESS REQUIREMENTS: (A) 5.7 SF NET CLEAR OPENING; (B) MIN OF 5 SF FOR GRADE -FLOOR OPENINGS; (C) 24 IN. MIN NET CLEAR OPENING HEIGHT; (D) 20 IN MIN NET CLEAR OPENING WIDTH. 17. PROVIDE (N) ROUGH OPENING FOR NEW DOOR AND/OR WINDOW UNIT. FLASHING AND FINISH TO MATCH (E). o LNot1.es�j'--. e.. 1. SCOPE OF WORK: REMODEL AND ADDITIONS TO EXISTING RESIDENCE (See for full scope of work statement) 2. ALL CONSTRUCTION TO MEET LATEST REQUIREMENTS OF THE CALIFORNIA: BUILDING CODE, PLUMBING / HVAC CODE, ELECTRICAL CODE, ENERGY CODE AND BUTTE COUNTY ORDINANCES. 3. CARE MUST BE TAKEN TO PROTECT ALL EXISTING PROPERTY DURING CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED AND/OR REPLACED IMMEDIATELY AS APPROVED BY OWNER AT CONTRACTOR'S EXPENSE. 4. PROVIDE DUST PROTECTION AS REQUIRED BETWEEN (E) AND (N) CONSTRUCTION AREAS. 5. PROVIDE FLOORING PROTECTION AT (E) FLOORING AS REQUIRED. 6. ACCESS TO CONSTRUCTION AREAS SHALL BE AS COORDINATED WITH AND APPROVED BY OWNER. 7. CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING (E) FRAMING CONDITIONS. IF (E) CONDITIONS DIFFER FROM THOSE SHOWN CONTACT ARCHITECT FOR FIELD REVIEW. 8. REMOVE (E) CONSTRUCTION AS REQUIRED AND APPROVED BY OWNER FOR (N) CONSTRUCTION: (A) REMOVE WALLS IN (E) REMODEL AREAS: HALL, MIDDLE BEDROOM, CLOSET FOR (N) 202 HALL AND DISPLAY CASE (B) REMOVE (E) ROOFING, SHEATHING AND TRUSS TAILS AS REQUIRED FOR NEW ADDITION: MASTER BEDROOM, M. BATH AND M. WARDROBE. (C) REMOVE (E) EXTERIOR WALL STUCCO FINISH ON EAST WALL FOR NEW ADDITION: MASTER BEDROOM, M. BATH AND M. WARDROBE. 9. REMOVE (E) DOOR OR WINDOW- 2 X FRAMING TO CLOSE OPENING; ACOUSTIC BATT INSULATION; FINISH MATERIALS TO MATCH (E). 10. REMOVE (E) WALL: PATCH AND/OR REPAIR (E) FLOOR, CEILING AND WALLS. MATERIALS TO MATCH (E) OR PROPOSED FINISH. 1' 11. NEW WALL CONSTRUCTION TO MATCH (E) OR PROPOSED MATERIALS, 12. PROVIDE NEW DOOR OR NEW DOOR SWING AT (E) OPENING. 13. REMOVE (E) EXTERIOR AND/OR INTERIOR FINISHES TO EXPOSE FRAMING: (A) ROUGH -IN NEW ELECTRICAL, PLUMBING AND/OR MECHANICAL. (B) INSULATE WALLS WITH MIN. R-23 BATT INSULATION AND CEILINGS WITH R-38 BATT INSULATION. (C) PROVIDE 518" GWS AT CEILINGS AND 1/2" GWB AT WALLS. (WATER RESISTANT BOARD FOR MOISTURE CONDITIONS) 14. NEW EXTERIOR AND INTERIOR MATERIALS AND TRIM DETAILS SHALL MATCH EXISTING CONDITIONS, AS APPROVED BY OWNER. 15. PROVIDE NEW DOUBLE -GLAZED WINDOW AT (E) WINDOW OPENING. PROVIDE NECESSARY FLASHING, INSULATION SEALANT, AND TRIM AS REQUIRED AND APPROVED BY OWNER. 16. SLEEPING ROOM WINDOWS SHALL MEET EMERGENCY EGRESS REQUIREMENTS: (A) 5.7 SF NET CLEAR OPENING; (B) MIN OF 5 SF FOR GRADE -FLOOR OPENINGS; (C) 24 IN. MIN NET CLEAR OPENING HEIGHT; (D) 20 IN MIN NET CLEAR OPENING WIDTH. 17. PROVIDE (N) ROUGH OPENING FOR NEW DOOR AND/OR WINDOW UNIT. FLASHING AND FINISH TO MATCH (E). ORIGINAL PLANS: FOR: STEVE 8= CAROLYN BRADDI architect DRAWN BY: GREGORY ARMSTRONG DATES: (Drawings).: May 8, 1994 r ,r �.._.. w (Permit): # 94-1526 ! 6.22.94 Fa a -o".. New Addition - - 0-�.0 of V IS MmJer Maw- john c. 2_3a 2; -1a .Y% j u Z.p" Z:p" W-Peo I . t4H�ll�lf� I a ia• a :��` 4 ♦ 2395 Alba Ave. . r Chico, Ca. 9!5926 FA C -A Q .4242 4207-3 'Z3 _ 206 t UW enc ' '' 208 Shower ft1_ % s - .� 0 t �O .Popall, rep ZVI tin �per- � 224 '---' FifQs�n '. �� �=-== i � •� ? ' '-, _Ltv: rw t '�( a� •! _ ,` ��► `N a .. .� . r m st - - - - ;,.: ,• tut . .� z %01 2•tfr rn I i -- -= m f_- His .Wardrobe �9 a 211 Master Bedroom7. : N 1! j .210 Her Wardrobe . L Q • 03 -.M. Foye 204__ allIj 4,h ; LA GPM IW - 098 (E) Patio/ Hot Tub.:..._ _-. E { { q.. `� n* fv. 114 "V, a I 0ip O Bedroom _.202 -.Hall. 1 � sup• I A , �t i _ _ �` t� � � 112 Bedroom + 1 M' -T1 j - 107 Bedroom A51 18. PROVIDE FURRING AS REQUIRED AND APPROVED FOR NEW _ -i-- - _ _ a fbr ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS. COORDINATE `� Agri 2D" 7`4V d a=G�N ,�:,7J�� �c - " MM 101y. ALL INSTALLATIONS PRIOR TO START OF CONSTRUCTION. emo !J Russel! and Catherine _ _ de - 19. REMOVE (E) PLUMBING FIXTURES. CAP LINES BEYOUD EIIS(iS- c� ( 106'- Hall Brines SURFACE. PATCH WITH MATCH OF (E) OR PROPOSED FINISH. % Z: ' ' . z° ,\ �' F 20. PROVIDE FURRING AS REQUIRED AND APPROVED FOR NEW Z O .� M �� ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS. COORDINATE .� fl I (� I - p,� l f P.O. BOX 178 - 1 � ( l =� m� � �� ?> Durham, Ca. 95938 ALL INSTALLATION PRIOR TO START OF CONSTRUCTION. ,.� �' �� 530.895.0110 �,t - - •�--.�"""��lG- _ . � 110 Bath . 105_ Hall .. - . 21. CONNECT NEW WASTE LINE(S) TO (E) OR (N) SEWER LINE. LOCATE sem• I {� t� __�I //1\ -I 11 Wardflo -._. I D (E) SEWER LINE PRIOR TO START OF CONSTRUCTION. � � •'d 2-D AP N: 040-280-094000 22. CUSTOM GRADE CABINET CONSTRUCTION: (A) PREPARE SHOP ,9, �, - -"" - - • 1`= N ' I Rei'- `(�� -2� 3. utility S. O Wardro .10.8_B.ath_. _ -7.3" Z-� , DRAWINGS FOR APPROVAL BY OWNER; (B) MATERIALS AND DETAILS ' AS SELECTED AND APPROVED BY OWNER. 23. EXTERIOR STUCCO AND WOOD TRIM TO MATCH EXISTING MATERIALS 1311 r [ p � ti Wood._ '� _._. •� AND DETAILS, UNLESS OTHERWISE NOTED. BACK PRIME ALL WOOD �l =� � � � - �; Storage • as MATERIALS EXPOSED TO OUTSIDE ATMOSPHERE. #S W R � • �: :�'�,�•x...:�1v�:�: :. }::�1., Sheet Title 24. ROOF SLOPE, OVERHANG, SOFFIT, FASCIA, RAKE AND GUTTER! 212 R@C�eat10-fl_BQOCYL_ C7 II 7 `0 099 (E) Patio - F N DOWNSPOUT DETAILS SHALL MATCH (E) CONDITIONS AS A.B.O. - .4 .,;,f,.{,.f s.. :,.,-.-, :(Original Garage)-- - ,• 104 Dining ,_ .�� N • F�Or Plh UNLESS OTHERWISE NOTED. ;, 2''3 1. Ir S' 25. ROOFING: (A) REMOVE (E) ROOFING AT (N) CONSTRUCTION AREAS _ << �J"le. ! • /�i6�71 AS REQUIRED; (B) PROVIDE ALL NECESSARY FLASHING AND NEW O -ROOFING TO JOIN (N) TO (E); (C) MATCH (E) ROOFING MATERIAL. 010 Iri r N N 26. PROVIDE G.1. FLASHING AS /WHERE REQUIRED AND APPROVED d = FOR WATER TIGHT CONSTRUCTION.C M I - - _ ti 27. PROVIDE SOUND SYSTEM SPEAKER WIRES FOR (E) HOUSE AND � V � � (� � (N) ADDITION(S) CONSTRUCTION, LOCATIONS FOR SPEAKERS SHALL BE AS DIRECTED BY OWNER / SOUND SYSTEM CONSULTANT.°g 1 1+1 II .r-firer�~ AQ28. FIREPLACE CHIMNEY STACK AND A PER MANUFACTURER ® 21 .102 Living Room X201 Living Room Addition a --- -- \ -4 7 AS A.B.O.'�►'-�! ♦`` ` • . '� . cN i' (� ''s 29. REMOVE (E) KITCHEN OVERHEAD CUPBOARDS AS D.B.O.:�! z • (A) INSTALL NEW LIGHTING AS S.B.O. 4-"S° 4°S� ' R (1) RECESSED CAN t ==4+ I II l (2) PENDANT MOUNTED - ' ,Foyer, (B) PATCH /REPAIR /FINISH CEILING TO MATCH (E). 'I ' .,1 O3 Kitchen. I I _ 1.01. I/V lav I 2D Job No7 /7 Drawn % + _ Checked X30, o5e G�4�Sa • z I N Revised £: 4 j - e - - `"•� :i;T", .,`1,e ,_gafy;.y. -(i" �r .Y v:;�`..4S.s; ;�:. �;,•..;:5i" _. --`_- C•A�- y PERMIT# r -31 C) S BUTTE COUNTY DEVELOPMENT SERVICES ��� 8,,,� a 1a `�► 100 .Entry_Porch, REVIEWED FCS �n C DE COPLICIE ` Date 4 •/v •/I hi 4 ' sheet no. / %fil+l`- fiY Remodel =-d" vs�-�,t�v. /�-�" New Addition (Conversion)A2 - I • .-.. _ . .... - __ -------.:.._..... .._ ._. --- /jam. ht,,,. i©rt , ...... --_ o -o � _ __ , z of ,� sheets 4 .O ORIGINAL PLANS: FOR: STEVE 8= CAROLYN BRADDI architect DRAWN BY: GREGORY ARMSTRONG DATES: (Drawings).: May 8, 1994 r ,r �.._.. w (Permit): # 94-1526 ! 6.22.94 Fa a -o".. New Addition - - 0-�.0 of V IS MmJer Maw- john c. 2_3a 2; -1a .Y% j u Z.p" Z:p" W-Peo I . t4H�ll�lf� I a ia• a :��` 4 ♦ 2395 Alba Ave. . r Chico, Ca. 9!5926 FA C -A Q .4242 4207-3 'Z3 _ 206 t UW enc ' '' 208 Shower ft1_ % s - .� 0 t �O .Popall, rep ZVI tin �per- � 224 '---' FifQs�n '. �� �=-== i � •� ? ' '-, _Ltv: rw t '�( a� •! _ ,` ��► `N a .. .� . r m st - - - - ;,.: ,• tut . .� z %01 2•tfr rn I i -- -= m f_- His .Wardrobe �9 a 211 Master Bedroom7. : N 1! j .210 Her Wardrobe . L Q • 03 -.M. Foye 204__ allIj 4,h ; LA GPM IW - 098 (E) Patio/ Hot Tub.:..._ _-. E { { q.. `� n* fv. 114 "V, a I 0ip O Bedroom _.202 -.Hall. 1 � sup• I A , �t i _ _ �` t� � � 112 Bedroom + 1 M' -T1 j - 107 Bedroom A51 18. PROVIDE FURRING AS REQUIRED AND APPROVED FOR NEW _ -i-- - _ _ a fbr ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS. COORDINATE `� Agri 2D" 7`4V d a=G�N ,�:,7J�� �c - " MM 101y. ALL INSTALLATIONS PRIOR TO START OF CONSTRUCTION. emo !J Russel! and Catherine _ _ de - 19. REMOVE (E) PLUMBING FIXTURES. CAP LINES BEYOUD EIIS(iS- c� ( 106'- Hall Brines SURFACE. PATCH WITH MATCH OF (E) OR PROPOSED FINISH. % Z: ' ' . z° ,\ �' F 20. PROVIDE FURRING AS REQUIRED AND APPROVED FOR NEW Z O .� M �� ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS. COORDINATE .� fl I (� I - p,� l f P.O. BOX 178 - 1 � ( l =� m� � �� ?> Durham, Ca. 95938 ALL INSTALLATION PRIOR TO START OF CONSTRUCTION. ,.� �' �� 530.895.0110 �,t - - •�--.�"""��lG- _ . � 110 Bath . 105_ Hall .. - . 21. CONNECT NEW WASTE LINE(S) TO (E) OR (N) SEWER LINE. LOCATE sem• I {� t� __�I //1\ -I 11 Wardflo -._. I D (E) SEWER LINE PRIOR TO START OF CONSTRUCTION. � � •'d 2-D AP N: 040-280-094000 22. CUSTOM GRADE CABINET CONSTRUCTION: (A) PREPARE SHOP ,9, �, - -"" - - • 1`= N ' I Rei'- `(�� -2� 3. utility S. O Wardro .10.8_B.ath_. _ -7.3" Z-� , DRAWINGS FOR APPROVAL BY OWNER; (B) MATERIALS AND DETAILS ' AS SELECTED AND APPROVED BY OWNER. 23. EXTERIOR STUCCO AND WOOD TRIM TO MATCH EXISTING MATERIALS 1311 r [ p � ti Wood._ '� _._. •� AND DETAILS, UNLESS OTHERWISE NOTED. BACK PRIME ALL WOOD �l =� � � � - �; Storage • as MATERIALS EXPOSED TO OUTSIDE ATMOSPHERE. #S W R � • �: :�'�,�•x...:�1v�:�: :. }::�1., Sheet Title 24. ROOF SLOPE, OVERHANG, SOFFIT, FASCIA, RAKE AND GUTTER! 212 R@C�eat10-fl_BQOCYL_ C7 II 7 `0 099 (E) Patio - F N DOWNSPOUT DETAILS SHALL MATCH (E) CONDITIONS AS A.B.O. - .4 .,;,f,.{,.f s.. :,.,-.-, :(Original Garage)-- - ,• 104 Dining ,_ .�� N • F�Or Plh UNLESS OTHERWISE NOTED. ;, 2''3 1. Ir S' 25. ROOFING: (A) REMOVE (E) ROOFING AT (N) CONSTRUCTION AREAS _ << �J"le. ! • /�i6�71 AS REQUIRED; (B) PROVIDE ALL NECESSARY FLASHING AND NEW O -ROOFING TO JOIN (N) TO (E); (C) MATCH (E) ROOFING MATERIAL. 010 Iri r N N 26. PROVIDE G.1. FLASHING AS /WHERE REQUIRED AND APPROVED d = FOR WATER TIGHT CONSTRUCTION.C M I - - _ ti 27. PROVIDE SOUND SYSTEM SPEAKER WIRES FOR (E) HOUSE AND � V � � (� � (N) ADDITION(S) CONSTRUCTION, LOCATIONS FOR SPEAKERS SHALL BE AS DIRECTED BY OWNER / SOUND SYSTEM CONSULTANT.°g 1 1+1 II .r-firer�~ AQ28. FIREPLACE CHIMNEY STACK AND A PER MANUFACTURER ® 21 .102 Living Room X201 Living Room Addition a --- -- \ -4 7 AS A.B.O.'�►'-�! ♦`` ` • . '� . cN i' (� ''s 29. REMOVE (E) KITCHEN OVERHEAD CUPBOARDS AS D.B.O.:�! z • (A) INSTALL NEW LIGHTING AS S.B.O. 4-"S° 4°S� ' R (1) RECESSED CAN t ==4+ I II l (2) PENDANT MOUNTED - ' ,Foyer, (B) PATCH /REPAIR /FINISH CEILING TO MATCH (E). 'I ' .,1 O3 Kitchen. I I _ 1.01. I/V lav I 2D Job No7 /7 Drawn % + _ Checked X30, o5e G�4�Sa • z I N Revised £: 4 j - e - - `"•� :i;T", .,`1,e ,_gafy;.y. -(i" �r .Y v:;�`..4S.s; ;�:. �;,•..;:5i" _. --`_- C•A�- y PERMIT# r -31 C) S BUTTE COUNTY DEVELOPMENT SERVICES ��� 8,,,� a 1a `�► 100 .Entry_Porch, REVIEWED FCS �n C DE COPLICIE ` Date 4 •/v •/I hi 4 ' sheet no. / %fil+l`- fiY Remodel =-d" vs�-�,t�v. /�-�" New Addition (Conversion)A2 - I • .-.. _ . .... - __ -------.:.._..... .._ ._. --- /jam. ht,,,. i©rt , ...... --_ o -o � _ __ , z of ,� sheets 4 B. Exterior Wall , I Exterior Stucco System { I , Match (E) Material / Finish o/ V. Barrier E o/ SWP (see SED) 1 (Shear Nailing as Noted) 2 x 6" Studs @ 16" oc j R-23 Batt insulation Y2" GWB (Tape / Texture / Paint) 1 x Trim / Finish (Match (E)) Crown and Base Molding (mato, (E)) B-1 Existing Exterior Wall Exterior Stucco System: 2 -Coat System (FV) o/ V. Barrier o/ SWP ~ 2 x 6" Studs @ 16" oc R-19 Batt insulation '/s" GWB 1 x Trim Crown and Base Moldings C. Interior Wall Y2" GWB Each Side (Tape I Texture I Paint) 2 x 4" min. Studs @ 16" oc (2 x 6" Studs at Plumbing & Shear Walls) 3" Acoustic Insulation WP ! GWB: (a) At All Wet Locations (b) HardieBacker Cement Board At Shower Enclosure (C. Tile) Trim / Finish (ME) Crown and Base Molding (Match (E) U.O.N) D. Floor , 0 --- I ��^ — -- --- — =--�— 4. -- COMP SHINGLE ROOFING-(M.E.)7. � �llILI - ' - — - EXISTING EXTERIOR DOOR I (B)OVER V. BARRIER - A. Roof . Ceiling D-1 Existing Floor F. f=ireplace Wall New Comp Shingle Roofing (ME) ` Finish Flooring (see Finish Flooring) Manufactured Stone (As sBo) (C) SEE [B-1 EXTERIOR WALL] Flashing (Match Roof Color)Installation WINDOWS 3!4 T & G Subfloor (Glued /Nailed: 6" / 12") per Manufacturer • SWP (See SED) 2 x 6" Floor Joists @ 16" oc (A) FLASHING OVER TOP OF WINDOW Over GWB SOLAR TUBE 2. Manufactured Wood Trusses (B) VINYL FRAME R-19 Batt Insulation (A) ALUMINUM FRAME (24" dia.) Over HardieBacker Cement Board (1) MATCH (E) COLOR Pre -Engineered (B) MATCH ROOF COLOR 4 x 6" DF Girders 2 x FASCIA (option: As SBO) / RAKE Grouting (As sBo) (C) 2 X GLAZING 2x Wood Trusses @ 24 in ocHearth (A) BACK PRIME 1 FINISH CUT ENDS a x Post ie and Bench Stone (As SBo) }V^� R-38 Batt Insulation 9. / Footing rete Pier /Fo Concrete 0� Wood Mantle (As SBO) ; ° � 518" GWB (Tape / Texture / Paint) • �„�♦ W E. Roof Overhang G. Concrete Slab (B) PAINT TO MATCH (E) (1) COLOR &PROFILES (ME) (2)- SHGC = 0.25 New Comp Shingle Roofing „ 4 Concrete Slab (see SED) (2) (E) EXPOSED RAFTER TAILS (ME) - 6. A-1 Existing Roof. Ceiling i Edge Flashing (To Match Roof Color) 641 Reinforcing Per SED (A) MATCH (E) COLOR / FINISH (As ABO) New Comp Shingle Roofing (ME) Match (E) Eave and Rake Overhangs o/ 2" Sand �Q vFlashing SWP (See SED) o/ WP Membrane %2" Plywood Sheathing Yw g 2 x Truss Chord @ 24" oc (See SER) (Omit at Exterior Locations) t^ V Manufactured Wood Trusses Gutter / Downspout System (ME) o/ Free Draining Material (FDM) Pre -Engineered Or: Exposed Rafter Tails (ME) 2x Wood Trusses @ 24 in oc R-38 Batt Insulation GWB (Tape I Texture I Paint) - B. Exterior Wall , I Exterior Stucco System { I , Match (E) Material / Finish o/ V. Barrier E o/ SWP (see SED) 1 (Shear Nailing as Noted) 2 x 6" Studs @ 16" oc j R-23 Batt insulation Y2" GWB (Tape / Texture / Paint) 1 x Trim / Finish (Match (E)) Crown and Base Molding (mato, (E)) B-1 Existing Exterior Wall Exterior Stucco System: 2 -Coat System (FV) o/ V. Barrier o/ SWP ~ 2 x 6" Studs @ 16" oc R-19 Batt insulation '/s" GWB 1 x Trim Crown and Base Moldings C. Interior Wall Y2" GWB Each Side (Tape I Texture I Paint) 2 x 4" min. Studs @ 16" oc (2 x 6" Studs at Plumbing & Shear Walls) 3" Acoustic Insulation WP ! GWB: (a) At All Wet Locations (b) HardieBacker Cement Board At Shower Enclosure (C. Tile) Trim / Finish (ME) Crown and Base Molding (Match (E) U.O.N) D. Floor , 0 --- I ��^ — -- --- — =--�— 4. -- COMP SHINGLE ROOFING-(M.E.)7. EXTERIOR STUCCO SYSTEMS - -- (A) MATCH (E) MATERIAL / TEXTURE I FINISH - — - EXISTING EXTERIOR DOOR (A) FLASHING AS REQUIRED (Match Roof Color) (B)OVER V. BARRIER (A) REMOVE (E) DOOR / FRAME (B) WATER TIGHT CONSTRUCTION (C) OVER SWP (see SED) (B)FRAME-IN OPENING /FINISH ` {C} RIDGE VENT (As DBO) (C) SEE [B-1 EXTERIOR WALL] (D) ALTERNATE VENTING (As ABO) Sr, WINDOWS yf (A) FLASHING OVER TOP OF WINDOW 8- SOLAR TUBE 2. METAL EDGE FLASHING (Match Roof Color) (B) VINYL FRAME (A) ALUMINUM FRAME (24" dia.) Q (1) MATCH (E) COLOR (B) MATCH ROOF COLOR Z 3. 2 x FASCIA (option: As SBO) / RAKE (2) 2X GLAZING (C) 2 X GLAZING (A) BACK PRIME 1 FINISH CUT ENDS (a) With muntin bars / (M. E.) (B) MATCH (E) MATERIALS %FINISH (3) SOLAR TINT (as SBO) 9. CONCRETE FOUNDATION 0� (C) PROVIDE 2' FLASHING TO FINISH (C) TITLE 24 (A) SEE FOUNDATION PLAN • �„�♦ W (D) ALUMINUM GUTTER I DOWN SPOUT SYSTEM (1) U -Factor = 0.32 _ (B) PAINT TO MATCH (E) (1) COLOR &PROFILES (ME) (2)- SHGC = 0.25 (2) (E) EXPOSED RAFTER TAILS (ME) - 6. FRENCH GLASS DOOR 10- CONCRETE PAVING I LANDING ' (A) VINYL FRAME / 2 X GLAZING (A) MATCH (E) COLOR / FINISH (As ABO) (1) PRIVACY BLIND BETWEEN GLAZING I Zak :. Finish Flooring (As D.B.O.) (See Finish Schedule) Kempaw LIA 1" SWP Subfloor (Transition to (E) As ABO) y(Conversion) 2 x 6" Floor Joists @ 16" oc (See SED) ORIGINAL PLANS: R-23 Batt Insulation FOR: STEVE & CAROLYN IBRADDI 4 x,6" DF Girder (See SED) DRAWN BY: GREGORY ARMSTRONG 4 x 4' Post @ 6'-0' oc (max)(Drawings):DATES. Ma 8,1994 Concrete Pier / Footing .22.94 . archf acct john c. Anderson 2395 .Alba Ave. Chico, Ca. 95926 530.891.4242 t d I, Brines House Remodel and Additions at 9012 Goodspeed Road Durham, Ca. 95938 for Russell and Catherine Brines P.O. Box 178 Durham, Ca. 95938 530.895.0110 APN: 040-280-094-000 RO'of Plan i New Addition A&I -- rr i f .++w� • i _ ltIA11111it AM! t , RE Iii �■ -- y I E �i�Fair�litt�� •f.; t • • s ^ • • , • 431 efii! Al y 4 I. es c „_fti New Addition New •• • ) - -fob N67�12.17 Dmwn .-Checked 1` .. .. eviseci _-Bu. Co. PI. Chk. #1--. 6-23-17 Date ,�%•1T + ORIGINAL PLANS: FOR: STEVE t& CAROLYN BRADDI DRAWN BY: GREGORY ARMSTRONG DATES: (Drawings): May 8, '1994 (Permit): # 94-152; 1 6.22.94 i - West 1� -1�4 3 1 ..South the chimney shall extend at least 2 feet higher than any portion of a building within _ ut rhail not be leas than 3 feetahQve.the highest.pointwhem chimney passes_thru the roof. C.R.C..Section_ 81003.9. C •1 16 r i __ Il�illl I I I I I I architect John c. a de st'n 2395 Alba Ave. Chico, Ca. 95926 530.891.4242 LEA AN AN " 2)m ' cab 01 ...ssel ._ .-s r -- — s - - OF C�� r New Addition _ New Addition. d 0 X Brines Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to House _{ttrowattentrgofwater.itunlhewall cavirycor.peaetration.of water.to..the building sawtural frNningoomponents SeIL- adhered membranes used as bashing shall comply with AAMA 711. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish: C.R.C. Section R703.4. Ilk 2 %est one under floor vendlauan open g be widtm 3 i o£aechdtttet�T - i • . �$. a ur lag. C rt.C, Section R468.1. im sitaTl AM[ \A Vow �..�» the b 'Id . � _�.._...�....� r.,,..�.,,.•:: �...-� - . x.13 .. ' _ h i..► err r . . " � �, 1 I r 1 Imo■ 1`r ! ;. A i 1'-. SEMEN� IH �■■ � � � � `r� ew Addition --- - - --- __... - I Ion 7- y Ir . ... ... vers l eet Title _ WestEast RZo3.7.2- ,...__ ......._...._.,... .._....__��.,-._,..,,..._..............____......w.<....,..:;,:......_.,..-.,..... - c, .,,. .....,...__.r..,..-- _... , ...... ... _._ . _._... _ -- /� fi�/Ja /sldn�f --..-- ..--- /� ---.11._.Plastetingwith_cenaetttplaster3hallnotbeiessthanthtneeoata.whemspplied_avecmdaLlatliar_wt•,.htYtc •.t, - ,�! •� I I (� and not less than two coats where applied over masonry_,�ir�. f A minimum 0.019 -inch (No. 26 galvanized sheet gage), corrosion -resistant weep screed orplastic w screed, • __....._,,..... _ � s� ,p; * � � y � + _ - _ -: , - - - - _ - - _ b ©• -, - . . � � � with a minimum vertical attachment flange of 3 'h inches shall be provided at or below the foundation weep line P ' New Ad'd I t l o n on the exterior stud waits in accordance with ASTM C926. The wee screed shall be laced not lea than 4 P P I ` inches above the earth or 2 inches above paved areas and shall be of a type that aifl allow trapped water W drain _ ` _ , ,_ � to the exterior of the building. Tho weather roaiatant barrier shad lap the attachment flange. The exterior lath shall a _- V_• cover and terminate on the attachment flange of the weep screed. C.R.C. Section 8703.7.2.1. C. Where plaster is applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with -a n s. _ __.. _ .._.. .: 4 :. !l S _ aperformsnce at least equivalent to two isYels of grade D paper. CRC. Section 8703.6.3 i d - tr t-bzd�--- _ '• ? f �' �. A _ ..,_._... �2 PERMIT# BUTTE COUNTY NTY — I EN, TSERVlC ES - .�- M_ Vi WED FOR WMPLOil&.: . r F , CU CE sy - Job No.W,2 Drawn �J4 .;Chocked %_J�A q V sod s Bu. --Co.._PL..Chlc. #1. 1 t '-� ► —_,• r•--- e--•—�0 0�.._ ......._ .�.� — '6-23-17 < 4n W._ t �-R�����}�rf �G�e�. per,,_ :, A M ! .� �/ 1 � . �.�. '`�•'!""� �' t • : � I -�••- ••- • ,------• -'� --*- � r --•i— � ,' •., e � � � ` v� ` . ' sl +rM' �5 ..,Y�:'„P+.- -'2,.�.;.e,�.st.:;+'._,�;•?!h;SM1'#Y`:e vr!^ai!+;-AP,c+s,!".�e'`.v: �s8"U'�.�fi;E".�`'..'.i.. 't�' s � i'' _ i -• i • � t•• . � i ��.*".. � ,Y�M'x.,'`:C.£Ktiiri:�w�fBrr •.•:dd<i%ssdbtbi5uvlrt'«tFnc•�ki(K�dk•:aao:�..d' :''y . �; ` . • � . r r , • ' . • -� _ • . • N _ �.� - Date 4 A r. 1 O- sheet no. rw..� Remodel New Addition _ �� 8 6l✓• (Conversion) ---- -- ___-Master Shower:A4 _ ___-----.----_-__.____.____ _-__-- _- _ Alternate. plan _--------__ I~d"----=-___-__ _..,.__ ...N o rt%t_ ___��_ _� -- _ �'� I ` dA of sheets I i Brines House ' Remodel Additions... :. ' 3�O" •Th� `$w a } Goodspeed 2 1 0o peed Road L wl .. s - Durham, Ca. 95938 AC the follow ons to be red C.R.C.Section R309.4. �lazin is in locations tempered. for txianddooerabte-panels ofswinging,.siidingand bifolddoors_C_RC_SoctionR308.4.1._.____... ___.... B. In an individual fixed or operable panel adjacent to a door where the where the bottom edge of the glazing is less - .. :.. • . 08.4.2 A. than 60 inches above the Boor or walking surface and it meets either of the following: C.R.C.Section 3 1 The glazing is within 24 inches of either side of the door in the plane of the door m a closed position RUSSeII and Catherine 2. The glazing in on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge of in in -swinging D. Glazing in wails, enclosures orofences containing o facing hot tubs, whirlpools, saunas, steam room, bathtubs ti Brines • . _ outdoor swimming pools where the bottom ex edge of the g less than ti0 above the standing or walking surface. C.R.C. Section R308.4.Sglaa ♦w � and showers and indoor o 'n is inches measured vertically Po . . "Box 178 ham,. Ca. 95938 FireDur • -� .� Vent Types e. ..;, -- . , .. ' Baran ... , . 530. 95 Valcourt, FP11 Frontenac .. T i ! 2'D n APN:: 040-28.0-094=0Q4 .... 81 1 A47 1e, Crawl �3 OPA (59:5- .x 30.25".X . 72.25) A� ABO /1�1 _ / 0-11 /fs �h fill' Sirs Ste• - -- - - Verify ail installation dimensions - G5 5 ... r �U 1 o r !on �� - Prior to c nst uct� - , . .. Contact• A 1 Stoves8t Fireplaces . 1}U �1E Z—Fred Bow y (630-346-9292) 2�' d Sheet Title the floors and walls above bathtubs with installed shower heads an 7j `..���7�K� f i d in shower u• f 1/( r ._.compartments-shattbe-finished-withanonabsorb�chivall Stufa� <h.1t s,cirn�i3 !--: than 6 feet above the floor. C.R.C. Section 8307.2. 4 : o.A aF I 1.0 .lr 7 tom ❑ Ventilation 0 Ventilation - ®Ventilation -- -- - - . h for 2 19 WI*40111,' a�1 1 enc ,--�/ (E) Residence {E} Residence {E) Residence -.- , �a clwi� drnp�r5 4 j ' ` /Vf i s•6 o• �? Addition /dam Addition Addition Location qty/ .,[� Upper L� Eave [9/Crawl Space Location�/.._ [�llpper LI Eavt: LJ Crawl Space Location C✓�FtJ% L"J upper IJ rave [3/Crawl Space .. • Area 33d sf 1/150 2.2 Area sf 1/150 5 &4- sf agsf 1/150 �� 3 sf a sf Are 7 _ 9 �� l2 j ...:. ` • .9th' i• a i . ! t!i 2.82 ...... ..... -..�q�--•- ; ; E: - -�-- �'' "- _..,� Upper (1t2) ❑Upper (1/2} A ❑Upper (1/2) �-�� sf i , f i. , v v v /+% ❑ Ea a {112) 2•�2 sf B ❑ Ea a (i/2} 7 sf •' ❑ Ea a (1/2} sf B r . Craw! S ace Z.Z C ❑ Crawl S ace .G•Q- sf ace 11. �� s G 2t N M&� - C ❑ c t 1 � • � p sf p �— ❑Craw Sp l �- 1 - T gip; 7./ro sf 5 7Z�1�f�- L� 17 r �4' 7� Job No.7 '� Vent: Vent: Vent,: iii 4=i <1 i Drawn Type: Au Net Size Area � � !. nsf T e 2 Net Size j 20.5 Are S 1• nsf � T e: �Gl Net S¢e SEG E BV Area SSB nsf � —� Yp td L X �- Yp ___I_ Z �� Checked.,, . 75 q ¢ sf dK Number Requrred —� Tota1 Area /, sf Number Required Total Area sf rt. a Number Re aired /D!„F otal Area /. ' i F Type: _Net Size 2G3• O75 Area�nsf TYpe:�l� Net Size --�- Area�`�'� cF nsf Type: L Net Size�2•63 2D.75 Are�544'9 .. sf — - 1 f � , i eplia _JIL umber /,52 sf Number Required =5 otaC Area ,Z ,D f dK Number Required b Total Area 8 -.�'sf �2 ,; -• •••. g N Required Z•Sy 4 Total Area �{ •�3 6-23-17 • G Type: CS Net Size �.5 12.5 Are .Z5 4, nsf Type:& Net Size 2b3 7,5 Are 4 D•38 nsf Type:&2 Net Size ZD.�, Area %X-nsf Number Required !o Total Area 3, ,7 sf ctt Number Required 1.42 Total Area 3, sf OK Number Required l Total Area sf •' Type: Net Size Area nsf Type:Q 1 Net Size 4.S 2•S Are Z ,fT nsf Type: 3 Net Size X 11 Are JZ! nsf aI C Number Required Total Area sf Number Required !G✓ Total Area 5SS sf,0K Number Required Z Total Area 6,57 A sa - -- e e Y 3 r — __.__.__...._ T e: Net Size Ara nsf .; N - Yp TYPe G Type: Net Size Ara 2, nsf Net Size Area nsf �7� `- `� T. Number Required Total Area sf Number Required Tota! Area sf Number Required 2•N0 3 Total Area Ii1 �. hits Locations (See Reference Plan): Locations (See Reference Pian): Locations {See Reference Plan): '6 - Dat ® Remodel �e� n A Location: i° �ehl /Dl•F � Location: c�►o% i�t� % Sf Gt�i►�% � Location: B%1 s�/1ei1 E � i�i�i� (Conversion) Location: wkD 2 a''7 S Location: 1 %elf= Location: 8i7 2 :. PERMIT# �'✓ (� ' l fl�J Sheet ho.' I �s)--�_ R Cs'+ti ' - ! _..�•. �i Location: �° 3)a7• - .� Location: $/X �. q?Sp '%t a h Location: _ EVELOPNb S.UTi•'� COUNTY l7 NTSERVtCES _ C LocationOR : w� % Location: ` : ATV-AE Location:Location Location: !Fl" 61PL Roof Plan 'OAT � .. Location ...:....:. _.. _.._ _....._.. - �oAttic_ & Crawl. -----Space- -Ventilation ........... f sheets - y�. f GENERAL STRUCTURAL NOTES .� 1.-..I.. 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR 40 PSF �G•i LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: NTS ABBREVIATIONS A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE ICC REPORT. CONIC CONCRETE OC ON CENTER D.) B) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONNECTION CONSTRUCTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWE R LEVELS WITH HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). CONT CONTINUOUS SPECIFICALLY NOTED OTHERWISE, OO NOT SHOW THE METHOD OF CONSTRUCTION. THE OPENING CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. AB B ANCHOR BOLT K KIPS OVERSIZE ROUND HOLE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL E.) #5 BARS AND SMALLER 1 %" CP COMPLETE PENETRATION ADDITIONAL L ANGLE MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE CTR #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIEV, THE LOAD IS TO BE ADJ ADJACENT LLH LONG LEG HORIZ. CTSK STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, PL CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. ALT ALTERNATE LLV LONG LEG VERT. PLWD BRACING, SCAFFOLDING, ETCETERA. WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OiF STUDS ARE AN ARCH ARCHITECTURAL LONG LONGITUDINAL J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: BLDG BUILDING LSL LONG SLOTTED HOLE C) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN DIAMETER BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR PRESSURE TREATED BLKG BLOCKING LVL LAMINATED VENEER LUMBER DOUBLE JOIST THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR PRECAST CONCRETE MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING BM BEAM MAX MAXIMUM POST -TENSIONED CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL 81E 3X NOMINAL U.N.O. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP F'LATE SPLICES OF STUD BOTT (B) BTF BOTTOM BEAT TO FIT MB MECH MACHINE BOLTS MECHANICAL ' K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48" LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE BTWN BETWEEN MFR MANUFACTURER D) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND SC SLIP CRITICAL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. CB CARRIAGE BOLTS MIN MINIMUM STRUCTURAL ENGINEER OF ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT WITHOUT L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND EQ CCJ CONTROL JOINT misc. MISCELLANEOUS A.) PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ARCHITECT. ES ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LI:.NGTH EXCEEDS 10'-0". CIP CAST -IN-PLACE CONCRETE MTL METAL E) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE SIM SIMILAR C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, CJ CLR CONSTRUCTION JOINT CLEAR (N) NS NEW NEAR SIDE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. F) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE DESIGN DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST DESIGN DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. G) 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. H) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ARCHITECT AND BUILDING DEPARTMENT, SHALL BE ICBG QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK /FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT. PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ARCHITECT HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 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 2016 CBG THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 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 11 OR TYPE 111 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 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 1'-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 ARCHITECT 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 ARCHITECT 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. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 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 2XJOISTS 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 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. THE FOLLOWING ASA 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 MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB W€TH#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. C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" 1=MBEDMENT IN CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR 40 PSF �G•i E) DEAD LOADS: CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT COL COLUMN NTS NOT TO SCALE ICC REPORT. CONIC CONCRETE OC ON CENTER D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIG HT. FOR LESSER CONN CONSTR CONNECTION CONSTRUCTION OD OH OUTSIDE DIAMETER OPPOSITE HAND HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY B RACING ON ANY DBL DOUBLE PLWD PLYWOOD WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OiF STUDS ARE AN DF DOUGLAS FIR PLCS PLACES ACCEPTABLE ALTERNATIVE. DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED G.) SEE NOTE 6-10 FOR SILL AND ANCHOR BOLT SPECIFICATIONS. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH POST -TENSIONED H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL 81E 3X NOMINAL U.N.O. EF EACH FACE REI NF EI REINFORCEMENT PER PLANS AND DETAILS. EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL 6-6 "CONNECTIONS: EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT Oft MALLEABLE EXP EXPANSION SOG SLAB -ON -GRADE WASHERS WHERE BEARING AGAINST WOOD. EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATIOIN AND RE -TIGHTENED FF FINISH FLOOR STL STEEL BEFORE CLOSING IN OR AT COMPLETION OF JOB. FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC' FREE OF HEART CENTER T&B TOP & BOTTOM 8. ROOF FRAMING FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE 8-1 PREFABRICATED ROOF TRUSSES: FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL. BE DESIGNED BY THE G GALVANIZED TOW TOE WALL TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL J%ND STRUCTURAL GLUE -LAM BEAM TN NAIL TOE NAIL DRAWINGS AND CBC 2303.4. HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND HGR HANGER (SIMPSON) VERT VERTICAL CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF HORIZ HORIZONTAL WP WORKPOINT CALIFORNIA, SHALL BE REVIEWED BY THE ARCHITECT OF RECORD PRIOR TO TRUSS FABRICATION. ID INSIDE DIAMETER WWF WELDED -WIRE FABRIC INT INTERIOR W/ WITH C) TRUSS DESIGN LOADS:WpSF JST JOIST W/O WITHOUT TOP CHORD LIVE LOAD: REDUCIBI. �=--�� JT JOINT TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 3& PSF 1 = '( UPLIFT LOAD AS REQUIRED BY THE 2016 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/.Z40 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA P ER CBC CHAPTER 16, DIVISIONS 1,11,111, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR:1 !.(ot2 D.27ZQ MAPPED SPECIAL RESPONSE ACCELERATIONS: Ss = S1- 5G•1 SEISMIC SITE CLASS: D 0-&,w 0,w SPECTRAL RESPONSE COEFFICIENTS: SDS = MAW, SD1= • I SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM; LIGHT FRAMED SHEAR WALLS 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: -zo J ROOF PSF MOM FLOOR 40 PSF �G•i E) DEAD LOADS: ROOF 18 PSF (INCLUDES 3 PSF SOLAR) FLOOR 15 PSF C REVIEWEE'), FOR COMEE John C. anerson 2395 Alba Ave. Chico, Ca. 95926 530.891.4242 • IdO. C :8f3P:8 CALO _0 Alq Pt . OF CO Z M 0 � V 0 -J Q W Z 0 ...J o W D o W v© Z W W W IL. CO LU M 0 0 o Cl) 0 Z N � r REVISIONS: Co. PI. Chk. #9. -6.-!23-17 1 . DATE: _ SCALE: NTS DRAWN BY:(. -A) JOB NUMBER: r - SHEET: sfV I L 4 L _L NOT P-451 j) mmimi.;M PLYV00v) PANEL DIMENSION 15 12". Notes: '0004,19 2) PROVIDE 5LOl AT ALL PLYWOOD JOINT5. 3) 515- PLYWOOD PANELS 5HALL BE PLACED WITH THE FACE OF GRAIN PARALLEL TO STLtV5, (VERT) IF 5TUP5 ARE PLACED A MAXIMUM OF 16' ON HDU2 and SSTB16 TYPICAL FOR ALL. CENTER OTHERN15E PLACE THE PANELS WITH THE FACE OF &RAIN PERPENDICULAR To THE 5TIi (HORIZ-. 4) ANCHOR 5OLT5 SHALL BE 51l AS INDICATED BELOW 4 WITHIN W OF SSWI 8 SIMPSON WOOD STRONG -WALL ENp5 OF WALL W q" MIN EMBED. 5) ALL EXTERIOR 164ALL5 NOT 5PECIFIED SHALL BE TYPE LP41TH ANCHOR BOLTS 5PACEP a '12" ox.. V SW1 8 x 9 — RF WITH SSTB28 6) TOP PLATE SPLICES SHALL BE b2-I6d 7) WALL- 5HEATHIN6 (DELON MAY BE SY41TCHED FROM We," 01:>X TO ANCHOR EACH END 516' T-1-11 (NO &ROVES) OR TO 5/5" T-1-11 !WITH &ROVES). USE NAILS AS DESIGNATED BELOW FOR 5/5- T-1-11. L15E IOU .NAILS AT THE SPACIN&5 5HOk4N BELOW FOR THE 5/5* T-1-11. HD 5/8" DIA. THREADED ROD WITH 12" EMBED. e,) L*E COMMON OF, 6ALVINIZED BOX NAILS ONLY. DO NOT Ii 6ALVINIZeD 11. rA51N6 NAILS. IN SIMPSON SET -XP EPDXY IN (E) FNDN. WALL MARK SHEATHING 4 NAILING SEE NOTES '7 4 8 SILL CONNECTION DESIGN CAPACITY 5/5* WX ONE 51PE W &d o V ox— ENO NAILING 5/5" dia. A.B. ii 45' o4. - bd 0 1:2' ox_ FIELD NAILING 5/5' CPX ONE 51PE YY/ eid ® -4 a.c. 0-0 NAILIN6 5/5' dia. A.B. a 56" 0.6. Sd o 12" 041. FIELD NAILING INSTALL PER MFR'S REQUIREMENTS. LOCATE AND AVOID ALL (E) REINFORCING PRIOR TO DRILLING. ' - 91 Ella r 'ei�, .. a Will 0 I Ilk. 1.�.1 rim u !� s P Nola C IS ®moo ,war w IS WOMEN"= PLyi C0UNT YDr_V1jLDi SEIRVICES Ir -WE F(DH N Rii' L - Ad' L L S _7 % % 6e.2 -Remodel ----v.- (Conversion) AGq _AxM;qAtL�-flQMsp;El S'ectinnRA1094 A. Access thni the floor shall too minjintim of IS Inches by 24 inches, B. Across than a perimeter wall shall be not lea than 16 inches by 24 inches. FA /40q 75— E I Ord - ?P911 1 1, NO PM_ 69M 1ANU I-- BY - 11W John. c. anderson 2395 Alba Ave. Chico, Ca. 95926 530.891.4242 . Brines House Remodel and dditions at 9012 Goodspeed Road Durham, Ca. 95938 for Russell and Catherine Brines P.O. Box 178 Durham, Ca. 95938 530.895.'0110 APN: 040-280-094-000 Sheet Title rr Job No. '2•l7 Drawn Checked, Revised bk- #1 !.23n -t7______. New Addition ORIGINAL PLANS: FOR:_STEVE &.-CAROLYN BRADDI---.-, Date 4.1to-17 DRAWN BY: GREGORY ARMSTRONG DATES: (Drawings): May 8,-1994 sheet no. (Permit): # 94-152616.22.94 _________. _.=Foundation �_-�� _.Moor_ rarng _fan 1 .� of sheets Z. N kZ -,ee Pkii 1 7 Fxq John c. anderson 2395 Alba A M low ve. al P16 j t Chico, Ca. 95926 X M 5W.891.4242 Mae E ��r 7r. 41 A W46 G wa-A-,Mxq A jig NWe" 5;ep- 4% MUM ie 14�6 ii ��� �. W, VA A. — ----- -..E.ay.e,D-etai..Ir.l.-.11-Typj cal. 4 Gable.End Wall W XIWA A& W, Brines House . . . . . . .... Relrno•el IMMMONE and Additions OEM 11ME111 AV ff9012 Goodspeed Road _ I fill, Durham, Ca. 9,1 5938 for Russell and Catherine Brines _M A 4 AM Durham, Ca. 95938 K4 1 530.895.'0 110 �.�.� �, • • 111A APN: 040-280-094-000 �%+ 7q - Sheet Title rM64:51 Draq,Truss.to Wall -- wet M t rM.55 Job No.7Wvi?-17 Drawn ,--_-Tqnel. Blocks. Checked Revised MEMO WEIM New Addition' d it I UPON COMPLETION OF THE PLUMBING SYSTEM INSTALLATION, CHECK, TEST AND REGULATE THE SYSTEM AS REQUIRED TO INSURE PROPER PERFORMANCE. CLEAN ALL FIXTURES, REPAIR OR REPLACE ANY WORK OF OTHER TRADES DAMAGED BY THIS OPERATION, AND PROMPTLY REMOVE FROM THE SITE ALL DEBRIS, WASTE AND SURPLUS MATERIAL OF THIS L OPERATION, WRAP ALL PLUMBING LINES INSIDE HOUSE FOR BELOW '0' DEGREES F PROTECTION- BURY ALL PLUMBING AND LANDSCAPE LINES BELOW -FROST LINE. PLUMBING NOTES A 7- U 1. REMOVE EXISTING PLUMBING FIXTURES (A) CAP PIPING BEHIND WALL AND/OR BELOW FLOOR FINISH (B) REPAIR FLOOR AND/OR WALL(S) AS REQUIRED. T 2. REMOVE EXISTING SHOWER ENCLOSURE (A) REMOVE FIXTURES AND CAP PLUMBING 3. ROUGH -IN FOR NEW FIXTURES. CENTER LINE(S) AND ELEVATION(S) TO BE APPROVED BY OWNER. -.7 4. FIXTURES--AND.-MISH 41V MECHANICAL NOTES PEW- -4 HEATING AND AIR CONDITIONING: THIS PORI N OF THE WORK SHALL � INCLUDE RESPONSIBILITY FOR THE COMPLETE TEC EC ICAL DESIGN OF THE AIR TEMPERING SYSTEM IN CONFORMANCE WIT ALL FERTINENT REGULATIONS. UPON COMPLETION OF THIS PORTION OFT K, CHECK TEST, AND REGULATE THE SYSTEM AS REQUIRED- TO INS E PROPER PERFORMANCE. 5i;o( SEE DRAWING SHEET ME - FOR MECHANICAL EQUIPMENT SCH� L DUCT AND REGISTER SIZES SHALL BE AS REQUIRED TO PROVIDE DES D AIR FLOWS WITH LOW NOISE. OWNER SHALL APPROVE LO ATION 111ft —A f A r 4 REGISTERS. INSTALL THERMOSTAT(S) AS APPROVED. THE TECHNITAL DESIGN SHALL BE IN ACCORDANCE WITH THE SCHEMATIC DESIGN SHO WN ON THE 4 DRAWINGS, SUBMIT SHOP DRAWINGS AND MAVUFACTUFIER'DATA ON V4 COMPLETE DESIGN OF SYSTEM - &_112 1 "Ov4Aq,1ea4,& 60 eve ng�:M CU. I � sera taste - - -+ -- - - -� � � . HVAC NOTES �... -._.—.-______-.�.�.t�. ; �-------------__-_.. ,ellet�r ©�lsj -.�� __ _ �' ZO`lP. � Iii!! E���2�A'� . 1 PROVIDE NEW HVAC UNIT TO REPLACE EXIF-ilNd UNIT. PROVIDE SYSTEM ZONING AS ABO. 2. RECONNECT EXISTING SUPPLY AND/OR RETURN DUCTS. Aid DUCT SIZES AND REGISTER LOCATIONS SMALL BE APPRON ED. r 3. PROVIDE NEWfM.0 SYSTEM -DUCTING. AS-SCHEMATICALLYSHOWN. - t PROVIDE COMPLETE SHOP DRAWINGS AND MANUFACTURqR'S DATA FOR APPROVALS BY OWNER. r lit 4. REMOVE (E) H / AC SUPPLY AND RETURN AIR R _4 EGISTERS: CLEAN AND RE -USE AS APPROVED BY OWNER. E � !��, 5. PROVIDE THERMOSTAT(S) AS I WHERE REQU.URED FOR ZONING I f1l", CONTROLS AS ABO 0 IQ AftV AJ044 PMJ fn 1 gat 0 919)Pfte -y- 0 E r 0 0 1z 903 9 AGZ Remodel (Conversion) Mechanical At� wjr7t d I rj PERMIT#.__� 1-7 BUTTE COUNTY DEVELOPMENT SERVICES EVIEWED FOR C C.Omp!�____ C� DAT ■ John , c. ander'son .2395 Alba Ave. Chico, Ca. 95926 530.891.4242 Brines House Brines Remodel and ' Additions at 9012 Goodspeed Road Durham, Ca. 95938 for ,Russell and Catherine Brines P.O. Box 178 Durham, Ca. 95938 530.895.b110 • AP N: 040-280-094-000 Job Nolj�-2-/7 Drawn A Checked - ""IL %4�77 evised -B-tt-co. Pl. Chk. #11: _PL_ MBIN NOTES I Mill Equipment Schedule .-_....._ PLUMBING SYSTEMS: PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS NECESSARY TO COMPLETE PLUMBING. FIXTURES Brand--.---- __ Model ----Phase _#Vqltagq SEE I AFUE. MCA---J.Wax-Fuw---BTALHOat---,R AND TRIM AS INDICATED IN THE DRAWINGS, SPECIFIED HEREIN, AND FAU I Bryant 987MA600BOV21 120 .1 1(>0,000 97% REQUIRED TO PROPER LYCOMPLETE THE WORK AND COMPLY WITH LOCAL cc I Bryant CNPHP6024ALA ORDINANCES. LOCATION OF PLUMBING FIXTURES HAS BEEN SHOWN IN THE HPI Bryant 280ANVO60000 208/230 1 36.6 so 18-00 DRAWINGS AND ANY CHANGE IN LOCATION OF FIXTURES WILL BE CONSIDERED SUBSTITUTION AND SHALL NOT BE EXECUTED WITHOUT PRIOR zei Zone Control SYSTX864BC01 CONSENT OF THE OWNER. THE CONTRCTOR SHALL BE RESPONSIBLE FOR RS 2-5 Room Sensor SYSTXBBSMSOI THE COMPLETE TECHNICAL DESIGN OF THE PLUMBING SYSTEM IN CONFORMANCE WITH ALL PERTINENT REGULATIONS. WORKMANSHIP SHALL - BE BY MECHANICS SKILLED IN THE TRADE AND SHALL REPRESENT THE BEST MODERN PRACTICE OF THE TRADE. PROVIDE TEES AS REQUIRED FOR SPRINKLER AND/OR YARD SYSTEM. THE OWNER WILL APPROVE THE LOCATION OF THE TEES AND THEY WILL -BE CAPPED WITH LOCATION STAKED. ALL PIPES SHALL BE REAMED AND SHALL BE SECURELY STRAPPED TO PREVENT VIBRATION. PLACE ALL VENT PIPES OUT OF SIGHT BEHIND RIDGES WHENEVER NOT PREVENTED FROM DOING SO BY LOCAL ORDINANCES. ALL PIPING SHALL Czt=I GALVANIZED iprw I UPON COMPLETION OF THE PLUMBING SYSTEM INSTALLATION, CHECK, TEST AND REGULATE THE SYSTEM AS REQUIRED TO INSURE PROPER PERFORMANCE. CLEAN ALL FIXTURES, REPAIR OR REPLACE ANY WORK OF OTHER TRADES DAMAGED BY THIS OPERATION, AND PROMPTLY REMOVE FROM THE SITE ALL DEBRIS, WASTE AND SURPLUS MATERIAL OF THIS L OPERATION, WRAP ALL PLUMBING LINES INSIDE HOUSE FOR BELOW '0' DEGREES F PROTECTION- BURY ALL PLUMBING AND LANDSCAPE LINES BELOW -FROST LINE. PLUMBING NOTES A 7- U 1. REMOVE EXISTING PLUMBING FIXTURES (A) CAP PIPING BEHIND WALL AND/OR BELOW FLOOR FINISH (B) REPAIR FLOOR AND/OR WALL(S) AS REQUIRED. T 2. REMOVE EXISTING SHOWER ENCLOSURE (A) REMOVE FIXTURES AND CAP PLUMBING 3. ROUGH -IN FOR NEW FIXTURES. CENTER LINE(S) AND ELEVATION(S) TO BE APPROVED BY OWNER. -.7 4. FIXTURES--AND.-MISH 41V MECHANICAL NOTES PEW- -4 HEATING AND AIR CONDITIONING: THIS PORI N OF THE WORK SHALL � INCLUDE RESPONSIBILITY FOR THE COMPLETE TEC EC ICAL DESIGN OF THE AIR TEMPERING SYSTEM IN CONFORMANCE WIT ALL FERTINENT REGULATIONS. UPON COMPLETION OF THIS PORTION OFT K, CHECK TEST, AND REGULATE THE SYSTEM AS REQUIRED- TO INS E PROPER PERFORMANCE. 5i;o( SEE DRAWING SHEET ME - FOR MECHANICAL EQUIPMENT SCH� L DUCT AND REGISTER SIZES SHALL BE AS REQUIRED TO PROVIDE DES D AIR FLOWS WITH LOW NOISE. OWNER SHALL APPROVE LO ATION 111ft —A f A r 4 REGISTERS. INSTALL THERMOSTAT(S) AS APPROVED. THE TECHNITAL DESIGN SHALL BE IN ACCORDANCE WITH THE SCHEMATIC DESIGN SHO WN ON THE 4 DRAWINGS, SUBMIT SHOP DRAWINGS AND MAVUFACTUFIER'DATA ON V4 COMPLETE DESIGN OF SYSTEM - &_112 1 "Ov4Aq,1ea4,& 60 eve ng�:M CU. I � sera taste - - -+ -- - - -� � � . HVAC NOTES �... -._.—.-______-.�.�.t�. ; �-------------__-_.. ,ellet�r ©�lsj -.�� __ _ �' ZO`lP. � Iii!! E���2�A'� . 1 PROVIDE NEW HVAC UNIT TO REPLACE EXIF-ilNd UNIT. PROVIDE SYSTEM ZONING AS ABO. 2. RECONNECT EXISTING SUPPLY AND/OR RETURN DUCTS. Aid DUCT SIZES AND REGISTER LOCATIONS SMALL BE APPRON ED. r 3. PROVIDE NEWfM.0 SYSTEM -DUCTING. AS-SCHEMATICALLYSHOWN. - t PROVIDE COMPLETE SHOP DRAWINGS AND MANUFACTURqR'S DATA FOR APPROVALS BY OWNER. r lit 4. REMOVE (E) H / AC SUPPLY AND RETURN AIR R _4 EGISTERS: CLEAN AND RE -USE AS APPROVED BY OWNER. E � !��, 5. PROVIDE THERMOSTAT(S) AS I WHERE REQU.URED FOR ZONING I f1l", CONTROLS AS ABO 0 IQ AftV AJ044 PMJ fn 1 gat 0 919)Pfte -y- 0 E r 0 0 1z 903 9 AGZ Remodel (Conversion) Mechanical At� wjr7t d I rj PERMIT#.__� 1-7 BUTTE COUNTY DEVELOPMENT SERVICES EVIEWED FOR C C.Omp!�____ C� DAT ■ John , c. ander'son .2395 Alba Ave. Chico, Ca. 95926 530.891.4242 Brines House Brines Remodel and ' Additions at 9012 Goodspeed Road Durham, Ca. 95938 for ,Russell and Catherine Brines P.O. Box 178 Durham, Ca. 95938 530.895.b110 • AP N: 040-280-094-000 Job Nolj�-2-/7 Drawn A Checked - ""IL %4�77 evised -B-tt-co. Pl. Chk. #11: - - NINE oil ELECTRICAL NOTES { -. — - _ lectrical Notes architect ELECTRICAL SERVICES- PROVIDE ALL MATERIALS, EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO COMPLETE THE ELECTRICAL INSTALLATION AS INDICATED IN .THE DRAWINGS, AS SPECIFIED HEREIN OR AS NEEDED TO PROPERLY -COMPLETE THE WORK. ALL ELECTRICAL WORK SHALL � - - -- _�.,- -__...._.-----•. - - All 125 -volt, single-phase, is at 2o -ampere receptacles in the locations specified shall CONFORM TO LOCAL ORDINANCE'S AND WILL COMPLY WITH THE RULES OF THE NATIONAL BOARD OF FIRE UNDERWRITERS AND THE LOCAL ELECTRICAL have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article 2101(A). ' UTILITY COMPANY. ALL MATERIALS USED SHALLSHALL BE NEW, FIRST GRADE A. Bathrooms B. Outdoors AND APPROVED BY THE UNDERWRIT'ER'S LABORATORIES. THE ELECTRICAL - C. Sinks-wheroreceptacles are installed wimin6feet ofthe ouuidcedge o£thesink, D. Bathtubs or shower stalls -where receptacles aro installed within 6 feet of the outside edge of the bathtub or CONDUIT SHALL BE (XJ RIGID HEAVY WALL WHERE LOCATED UNDERGROUND - Sinks-whe OR IN MASONRY. ELSEWHERE, USE( }FLEXIBLE CONDUIT, ( )EL•ECTRICAL METALLIC TUBING, { } RIGID HEAVY WALL OR (X) ROMEX. INSTALL ALL + 2 _ ' , Specify all120•volt, singlephase,IS-and20aunperebranchcircuitssupplyingoutlets(i,e., OUTLETS SUCH AS BRACKET, CEILING, FLUSH, PLUG, FLOODS, SPECIAL, ETC., receptacles lights, smoke detectors, etc.) installed to dwelling unit kitchens, family roams, dining rooms, living rooms, John �� parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, or similar rooms or US ALL SWITCHES, DOORBELL AND/OR CHIMES AS SHOWN ON THE At"I� � i areas shall be protected by a listed combination -type am -fault circuit interrupter, installed ro provide protection of the DRAWINGS_ IF CHIMES ARE SPECIFIED TRIER COST SHALL BE INCLUDED 1N AL2 entire branch protected C.E.C.Article combination-type ion andersan THE FIXTURE ALLOWANCES. INSTALL ALL SMOKE DETECTORS AS REQUIRED BY THE LOCAL CODES. INSTALL ALL ELECTRICAL. APPLIANCES. LOCATION OF � __._ darters in every kitchen, family room, dining room, [wing mom, parlor, tibrary, den, ' _ �_ gunroom, bedroom room, recreation room or similar room or area of dwelling units, receptacle outlets shall be OUTLETS SHALL APPROXIMATELY AS SHOWN IN THE DRAWINGS BUT A , 25�AbaAVe. installed so that no int measured horizontally along the -floor line in any wall space is more than 6 feet from a REASONABLE DEVIATION SHALL BE ALLOWED -FROM THE INDICATED _ __ '__ j _ - C�CO� C$. �$9� _ receptacle outlet.. C.E.C. Article 210-52. LOCATION. THE ELECTRICIAN SHALL MARK THE LOCATION OF ALL OUTLETS ON � r , i � __.. "- - Specify at least one 120-vo14 20 -amp bmeb circuit shall be provided to ser a bathroom M-89Y•4,2,Zt THE WALLS FOR THE OWNERS APPROVAL. ANY GRANGE 1N LOCATION OF , -� � qtr 1 outlet(s). Such circuit shall have no other outlets. (Exception -whore the circuit supplies a single bathroom, outlets for FIXTURES AS SHOWN IN THE DRAWINGS WILL BE CONSIDERED- F-other.equipment.yithinthe same bothroom,shallbepermitted to-besuupplied.) CEC Articles 210.11(CX3)and 210.52„ SUBSTITUTION AND SHALL NOT BE EXGEUTED WITHOUT PRIOR CONSENT OF � THE OWNER UPON COMPLETION OF THE ELECTF3ICAL INST-ALLATiON, CHECK, — An non-locking type 125 -volt. 15 and 20 amp receptacles in the dwelling shall be r TEST, AND REGULATE THE SYSTEM AS REQUIRED TO INSURE PROPER \ tamperreaistamt.C.E.C.Artic1e406.i2(A). PERFORMANCE. USE AND MODIFY EXISTING SERVICE AS REQUIRED_ INSTALL ' l�'1D�7t�1►1 eLi,D� D THE NECESSARY SERVICE EQUIPMENT OF THE {X} CIRCUIT BREAKER TYPE. V -Fixtures, lamp holders and receptacles outlets shall be securelyre tl supported. A fixture that weighs mom 6 pounds or exceeds 16 inches in -" --"" - ) U bo shall an dimension shall not be supported by the screw shell of a lamp holder. CEC Art. 410.30 et boxes s a not be used as the sole rt for ceiling l nsr �.. -i a g a. CEC Art 3142 (D • • ser ' in _. J__.�_ All luminaries located in wet locations shell be maritaed "witable for wet rotations• and Ili r E actricaI . Legend - _ i inaries located in damp locations sball be marked,"suitable for dam p 1pcations-" CEC Article410.IO(A)FLOURESCIEWLICaHiFIXURE r -t DISOONNECTSW[R". H .INdn �j �. ®fi)-TUBE ( )-TUBEt dt 11 ia�i- SINGLE POLEtOGGLE SWITCH tRVD�CI�BOARDLXaHfItJG �ASSEIECTEDBYOWNER i-E+�"3 TOGGLESWiTt�i &WAY;4WAY4 ROPE LIGHTING (A.S.B.O.) K.4D . SWCiCH: wlTthE3lMMER Z'j � - �� "v. _S � 1'1f5 WALL SCONCE (A.S.B.0_) � DUPLEX RECEFTACLEOUTLET / 1 � ` ..Z-7 ...^.. ...,� -, i .e18 � � i _ CA�e WALLMOURiT€DI IGHTFlXT1 E . RECEPTACLE: ASOVECOUNTER - � _---- - ' t ' CEILINGMOUNTLIGHTFIXTURE OR 1 _ (»_.« __ - 'r Haig. No es J i ,� - t 24__Z�v j, / ' 1 (VAPOR PROOF) RECEPTACLE: 4PLQC WA14k ` p RECESSEDLIGHTFifWRE I RECEPTACLE WATERPROOF GE %i5'NG� ^3'�♦ '~ .__._...........--.--.- GROUNDFAULTtNT�Ft .11/ _ _. ail luminaries installed in residentialsonstructionmust.quali(yat°'higltefficacyinmir>¢iMp .. t P- 0.10.. ' !x .I accordance with Table 150.0-A. 2016 California Energy Code, Section 150.0(k). JUNCTION [30X FOR: ♦ • 1 1 �t ou .or !i t' amend the Lara to show all lights Pl7WEROR LIGHTING RECEPTACLE. SWfTCHONE (1) OUTLET ` { ! gh mg, P gh permanently mounted to the residential building or w other +i® TELEPHONEJACK �.. », I _. _ - . - _. - _--_ �a .. _ - 220 V RECEPTACLE r. , .\ � .. . -.. .. � - - .. . Y � = � - � . ' .err moi.`. , - _ y _ �. b rklimga on the same Tot are to be .,j 'ice! CO (EMP Y CONDUIT) � RC-CEPTACLEATFLOOR `� - 11 13.1 Gogh o efficacy luminaries and I gr "^"�'- -- s I -Controlled by a photocell and motion tsensor, or (EMPTY CONDUIT) (A S.B.O.) s s , RECEPTACLE: F�GFSSED gJ SOFFIT � ) }.� j ( I 2.Photo control, or SCJ TELEVISION RLE" !1 `I }"" " - I ! : nomical time clock, or (CABBL.E E O OR DIS1 i) NIGHT L1GhiT: RECESSED IN LOW WAi L 3.Astro r �'y 1 4. Energy management control system (EMCs). DC . e� �� � - -Br�nes HAUSTFAN LIGItTINGORDISTRIBUf10NPNL. � �(—•+�-.� f.. • L3 OVERHEADDOORCONTROL 1 ELECTRICAL I LIGHTING / SIGNAL 1. PROVIDE NEW ENERGY EFFICIENT LEO FIXTURES. - 2. PROVIDE NEW ENERGY EFFICIENT RECESSED LED FIXTURES. 3. PROVIDE MOTION SWITCHING IN MASTER BATH AND M. WARDROBE. 411171fe. area of.the ase he proposed residential addition exceeds 1000 square feet Plashow compliance with the California ]+rte IWo) t rgy Commission Standards'Section requirements for indoor air quality ventilation. Refer to the Residential I GSI 1 - • TY f i I �andatory Measures form MF -I Rand see Table 4-7 of the Residential Energy Compliance Manual for the required Hous e 1 4 ?Cotttinttous Whole bttiWing Ventilation Rate". if "Uttermittetet Whote bttiiding Veirtilatiott" is sprxifiad you must /lso provide the calculated efm rating.) --BEs whole house fan is instalied and intended for compliance with the required indoor air quality wbole-building _- -entilafion requirement it must comply with the following: The whole house fan shall be rated at a maximum of 1.0 sone. Remodel The whole house fan shall have insulated louvers or a cover which closes when the fan is off. Coven or shall have a minimum insulation-vahie of R-4.2. louvers The control switch must be labeled as the whole -building ventilation and indicate that the fan should be in a n d t f1 operationwato meet the homerequirement is t Additions ? �►��%. .� ,.,da eery way o meet this requirement is to identify one of the bathroom exhaust fans as @te whole -building `7f i ventilation fan and provide the following: The bathroom exhaust fan must have a minimum CFM rating of 75•cfm, k` t� i 2. The bathroom exhaust fan is rated ata maximum of 1.0 sone. y.�+�r p 3. �control switch must be labeled as the whole -building ventilation and fan should operate whenever the home is at _ 1! t 4. RELOCATE SWITCH AND/OR RECEPTACLE. - � � � � - I , 5. RELOCATE {E} SWITCH IN NEW WALL CONSTRUCTION. r i 6. PROVIDE NEW SWITCH TO CONTROL (E) FIXTURES AND/OR EXHAUST E- - � . 9012 Goodspeed Road I I Durham, Ca. 95938 FAN. 1 1 i - I i I 7. RELOCATE (E) SWITCH AS REQUIRED FOR NEW DOOR FRAMING. _ _ i - %�i1 — __ d _4___ _ :s for F 8. PROVIDE LED BULBS AT (E) LIGHT FIXTURE_j'S. 9. PROVIDE NEW LED CEILING LIGHT FIXTURE AS SELECTED BY OWNER. _"MDfly� ". /%B• - - 1 + ± aa.-� L C� I G tree �"� Notes Russell and Catherine 1 Q. TELEPHONE, COMPUTER AND ALARM SYSTEMS LAYOUTANO - - _�� - -�F _ Brines ROUGH -IN SHALL BE AS APPROVED BY OWNER. f; ` �[ I 1 idea. i ---- baduvoaltanimplyingwititt!urequireateata-o€20t6=8CSectioa*M6.Pleaseadthisnote-to 11. PROVIDE SOUND SYSTEM SPEAKER WIRES, FOR {N) CONSTRUCTION. ,,�, � 1 the plana. The bathroom exhaust fan stmtl be controlled with humidiatat control tapable ofadjustment between a LOCATIONS FOR SPEAKERS SHALL BE AS QIRECTED BY OWNER i Iauvehumt humidity g ofs0"/etng0'R _ re di tali ` P.O. Box 178 AND/OR SOUND CONSULTANT. r i ' € I% ® +- - Durham, Ga. 95938 •,fl lit i 530.895.0110 13 1 APN: 040-280-094-000 °-13 I" - •.=1e&( ja en Sheet Title C �......-t..l . <1 ILIA 19r�ar fa �'vr� . ni vert ! • ` : - _ _ ��a�'GG?�/G,Gj �f� a *4Ltov%l ♦ f h I -. 4& Jose N SId Ale ; "t X 5 AS r 4 6G•L Remodel • -/7' (Conversion) J Job No.7 Drawn Checked qP Revised Bu. Co•..._t,_Chk.. # . ... • (44 <`•1 PERMIT# (�� ! - I O77 r BUTTE COUNTY DEVELOPMENT SERVICES Date •/1�•1 EVIEWEr FOR CO_ i ,, sheet no. DATE BY lecl_ric- --aver- - Si ..neL_& ._--I i htin s _ sheets L 2 2017