Loading...
HomeMy WebLinkAbout056-120-111.. ............... - - , . y. �y. ., . . r .�w�:..+-..gym».. .. ... ,y......... .....�.�-+.•+ m .. .,.. _....._..:.....+. ... . ... r....r..-.....+Mw"........ . .. _- _ _ ._... ... . _.... ........ ..._ . -. .. .. .- ...._. .. u mfrAo. s4omt •' `, - Ayr w�,. y,/ �K # -110 Gt L 15-5 �,//Z LAYL' I I� t.T tW 5-t t� L. tr � © •-�..�: .$.b=' PUR60ANT -rO W -,v -:4»vPF APPLiGA110W ;ZEF QUIRMHENY'5 III 'ZX DLOC KIM 4 NAIL P. • x Lt 5 �` � ! i -•I F ort .�•�: ,� � ' > , i '4w .y. zx I n '—t. Y111) i Z•: A9AGIE Dir�02 ZX PAGIA E'Y?Est I O+� St©I►-ICS OK Mfr[,'D. Houk.•,. og -T L E ViNT I ON F+fb't2, ! � �R 4 it � HOME A E ! 4a...oGttiS '� M i0 MA.-rc H NfFb+'o>, 1 HK wHt_t✓ LoL1�TiC'NS I-ipH 5 61 d I N Gq tE E NOT .; ..... t • C7t°°I°�'.3 T cs F� y'.I' At?>t_E END FRANIH� — a+ - . as lZ �A�;c. ts• Eht D TR U'SS fit Pwfes kin L. ry P, ° FLASH tNlttCt, (� BADEZ x �''1 PLAifT x r :53.7 -'�1►T:_. Ids ` 1,.�+ I t t l All t� + 1 r ���,� /// :;^,f:• _ � �, '�y� Del.. 'rop PLA -1 _J ' `��<sate{ fZEr3AfZ sv q S frup_.� 4c: Ito'FO.Gr /�I K,(Pe "Y" G`(P. BRD. tI :. E ,•. Note ,,v CL5yAflct�r . mfrAo. s4omt •' `, - Ayr w�,. y,/ �K # -110 III 'ZX DLOC KIM 4 NAIL P. • x Lt 5 �` � ! i -•I F ort .�•�: ,� � ' > , i '4w � 1Cf •yam �# � ,�' D.G, 114 6ypl eD . � it �'•.y�S TC, H A"i Gl. •. I t F t'+ .. i FI 12, I.R/A L t._ L e-A'f I o" 5 S�.K ''.t J~. . by, h, , fm f L OVEKHAN L 1} .. A9AGIE Dir�02 ZX PAGIA E'Y?Est I O+� St©I►-ICS OK Mfr[,'D. Houk.•,. og -T L E ViNT I ON F+fb't2, ! � �R 4 it � HOME A E ! 4a...oGttiS '� M i0 MA.-rc H NfFb+'o>, 1 HK wHt_t✓ LoL1�TiC'NS I-ipH 5 61 d I N Gq tE E NOT .; ..... t • C7t°°I°�'.3 T cs F� y'.I' At?>t_E END FRANIH� — a+ - . as lZ �A�;c. ts• Eht D TR U'SS fit Pwfes kin L. ry P, ° FLASH tNlttCt, (� BADEZ x �''1 PLAifT x r :53.7 -'�1►T:_. Ids ` 1,.�+ I t t l All t� + 1 r ���,� /// :;^,f:• _ � �, '�y� Del.. 'rop PLA -1 _J ' `��<sate{ fZEr3AfZ sv q S frup_.� 4c: Ito'FO.Gr /�I K,(Pe "Y" G`(P. BRD. tI a ETA I L C~ sGALE 3/,tlt� i'- Qi, PAD it F7' ,, .... R� #Ti,.g• 9� , c r ,rte 1%f�//' 1„r 1 ' t '� A • � . r f ! ` t' ' '/7 y .4, '�j\ t .� C..••3 y .7 �` �) �i r •rn LA , r� i ` :r,, 4 ZON7' -�' 1I GKAY 1` tw ALT: is r'a "f I N C -i 5 6 A I`N6 F-- POCK. a 4}Li". D F -TA f D��, l L D 64SAsrE ,/,Q.' .. l+_�,' SGALISS ...'• 2xb� tom. • , 4' �zR A.F.A, KA-rEp SHETI-I INciPFCEi~Aa-fRt}$SE� PL.YxJt7. RO)Or I'••l611CH -(bP PL•�TE " �_-1'? 52/fio t-IAIL "�i/(� d +: I4" D 2A" L7. G.. �} OAt; RAFTED F G,L PLATO:, ± . C..%"I"'1Ppgrf10t-4 e"I.1IH4 LP,� t :. E ,•. Note ,,v CL5yAflct�r . •' `, - Ayr w�,. y,/ �K # -110 'ZX DLOC KIM 4 NAIL • x Lt 5 �` � ! i -•I F ort .�•�: ,� � ' > , i '4w � 1Cf •yam �# � ,�' D.G, 114 6ypl eD . � uv; r ., ' ' TC, H A"i Gl. •. I t F t'+ .. i FI 12, I.R/A L t._ L e-A'f I o" 5 . by, h, y K.12, 515F- N oTE6 OVEKHAN L .. >' .=: �_ � r t o4 N •'fid X t 4 A. �. �; too ` D Qr 4 , TY P. .... 5. .:.•• a ETA I L C~ sGALE 3/,tlt� i'- Qi, PAD it F7' ,, .... R� #Ti,.g• 9� , c r ,rte 1%f�//' 1„r 1 ' t '� A • � . r f ! ` t' ' '/7 y .4, '�j\ t .� C..••3 y .7 �` �) �i r •rn LA , r� i ` :r,, 4 ZON7' -�' 1I GKAY 1` tw ALT: is r'a "f I N C -i 5 6 A I`N6 F-- POCK. a 4}Li". D F -TA f D��, l L D 64SAsrE ,/,Q.' .. l+_�,' SGALISS ...'• 2xb� tom. • , 4' �zR A.F.A, KA-rEp SHETI-I INciPFCEi~Aa-fRt}$SE� PL.YxJt7. RO)Or I'••l611CH -(bP PL•�TE " �_-1'? 52/fio t-IAIL "�i/(� d +: I4" D 2A" L7. G.. �} OAt; RAFTED F G,L PLATO:, ± . C..%"I"'1Ppgrf10t-4 e"I.1IH4 LP,� t :. E ,•. Note ,,v CL5yAflct�r . •' `, - Ayr w�,. y,/ �K # -110 'ZX DLOC KIM 4 NAIL • TO 're,P it. \*//2 -10 k Lt 5 �` � ! i -•I F ort .�•�: ,� � ' > , . f - 'ZI+C. $L'KGl `�� � 1Cf •yam �# � ,�' D.G, I Zq•�i . � :�:•; OVEKHAN L Opt Y l 11:0 • • D it 61 . U5 #r H Z M^illlz•R IGAN E rP OV15 11,4044 DE -1A !� Hz: OUTLOOK, NAIL. a J f w, - tp GA L. eG ►!_tE' �i q `' =1 -' G7 .ALr. ! . rl AND ,v? rte: 4I DE ffL"=VA ION F'P-F_'t_ is>L.,�fl e_eP Ap_t. e_v7 -r 7-0 y1 i-Ird7,'©. N01 -IF as 1 KA67 01 C PT: r�px b �' OPT. -I x 4 DCS'-) hC \,/I N V ONY . ,. { ••ixtZ,•lif<nDER -TYIZ NEAG?E�, I � YU o1 \ Oorr-, : EF M frA'ta, t10M F 4 AT' I ,g /Wr*LL Iv S N MA%Tt1r 4 N1 -57/g t� 9x G-,Vfo 11010,01 u5F Z - 't� ntlRt I i 0 M R, F_T%J R ��J AI-L.s x.T Cn a, k A 6 i` ! 4 1, Stoorr Pt ! aX _ UNIT •� F CX -Gu /�.S I r � � �� N ('1,AGa S/MPSOAI PA h',0 HOLDO WA)S i ►� N F_NGS OP PIP—'&iN/-lU_S � ! Z)f4 WALL 2 v o- WALL �. . rel eN"_1 �U •t A\ AR I F-.5 c 1T - ` '1 V A I& r > '7 -r? : f I II _ ac) Iia !'rMkfid GS'PG ffCates O C0 :1;C�' it IUP A,�;,"u-lam hoamrs. G -r r1 P.fi C.* r Q0,:-;,2. f') i=t y 3 G ARS � I~ LODR (�'L� c-ocnr Ar oPt .sat tn��t.� �wr�r ... - . - r■wry■rrr�r■�rE��rr+ur�r�,ru.rlrr.r I w ■ r��r.. rr over■i■■ - - Jill t2 VE" A.N.A.>t1E;ATIjIN4 n �� ENt' i 32,/i� titVt_ ..!/ (c c+ a i r-'" G '' f'. C.. C V f �G �, t Z"O. L. C" t E L C> I ``'`,. • , YfEFiGtr* dOINCj To r -+Asch Eu Ir, --t iN t4- �©AR.t7 �tDINLi �''F" Mih-�'p• Home GONG. SL D sol='`(� 1 i.•. G Z � �rA4-1 ti X TRIM 5IDIN61 TO MATGN 57K"reP,109 GiDINe-i F H rAlrte, KOH F - N PSIS 2!44J Is 191i.l. i ',► tNr 4 -.s r..,y,�.$ 3.t�i 1` NT � J47 FAGS I {# ( � �K �• 1�t�A Jd1iA1Cfi: qrE OF CP���a�, "544'PsA4 I:T oaoR Pio_Q �c ■f► v ! Ji l 1 � .WALL WaDTH� . • .. ' ` y*tib 59X P; ' F 16.9 ' `L SKI!"OME ACCESSORY Oult ING O& STRt1CTWov- %'�. KAM AND SAFETY CODE, DIVISION 13, PART T a APPROVED SUS)ECT TO CORRECTIONS NOTED Approval does not authorize or approve any omission M deviation From requirements of oppikohle State laws otld regulations. State of California Department of dousing and Community Development DiV'ISION Of CODES AND STANDARDS " 81 y Date we'r EXIERI-OR SIDING SPA NO..:_:'.. .,s ...._�..._. ...� This Plan Apprc micd Expires..�..�5'g-'rff a/e" Plywood Nails- U's @ 4" o.e. Edge 8d's @ 12" o c. Field Plywood. Nails. 8d's (ui 6:,:" o c Edge , 8d's @?12" o c Field MANSONfTE PANEL. SIDING CLADWOOI? SIDING hails• Bid's a, 6" o c Edge tw's @i 12" o.c Field / g 0 o.r_ • VSN 1.2241 trwa t TOWUM AT i,V,il:'E. J01WS r 4224 'RAS. NOTEfi_ I Design loads. Roof Live Load' 20,30 RST F Roof Dead Load- 10 P. S F. Wind load: 80 MPH EXP C 22.b VS.F. 2 Footing shall be placed oil fain undisturbed soil or compacted eii&eered fill. Max soil design bearing pressure of I000 W 3 Confircte: Concrete to have a minimum of 2000 PSi breaking strength at 28 days. Reinforcing steel. ASTM A6i5-40. 4 %i crone. expattston anchors may be used at occasional plats; break utstead of A l3. (S..bjeot t: Approval of LoCat EnforcMent Agency) J All co.structioa; cliall bo in li"rpdanoe wi;h Chapter 23, 1994 u -Be. 6, Nailing shall confot rri to table 2:9 -I -Q of the UBC, untess otherwise shown heron. 7. The interior face of the garage wall adja,aent to the' at kifl.' home shall be sheathed with minimum of W gypsum board nailed with 6d cooler nails at 4" o.c: and at all edges. All edges shall be blocked with 2x lumber. 8 It1.'all adjacent to the mfed. home shall not have any openings. except a door. The door shall be tight, fitting. I W' solid core and %off elosing.'�, 9. F,aeh installation shalt have aii identification tag„ giving the name and address of Mfg, standard plan imniber and design loads. l0. A private garage may be locatedirtintedutely adjacent to the rttt:g`d Iialtie if the interior of the garage wall adjacent to the mfg'•.' home is constructed of tnatertats appro i.+d for on't-hour fire-resisuve demi: if there Arc op"1tit 6 thiel 1111110, hotels wall 411cont to the garage wail, a inininiu,n of dwee feet separation sh att be maintained. A mir umim of six feet s tp"ttori shall be Maintained bets ma the mfg'd. tomo and a privam t'a �'c which doeA not nisei the requirvrtrraxts fur alts I,ouP firs°-res►siive ctiitstTtictrott. A tlt€,aei-t tl0pas;:� 64i shaRbe inatttuuited fitaii a private garage- and twy lot lute wtuch d not border on a roadway. SEE h,,,,3 L. 11.. ' 3 l Chis~ -hear firo-rierw iveconsti iy doe shall be: S/r tyf a "X" gyp. bd. applied to the interior face of the wale, tisikd with t,.: cr l,L-t nails at T' c..., all edges blocked, all jouus taped or 1 /2"typ. bd. sheathrrig applied to the exterior fac o of'ffie wall, nailed with 64 cooler nails at V e.c And overlaid with mat. 3/8" extenor siding "sited as shown berem). . x�4 t PAGES �•�%•Ips:@ 5Np OF 6rAer- _ , At•IEV, ,itt.tE ' �rc�,cE; TD ec�vo'�r'fE. t117E' f,F= rZ.lDl.�E 17) itJ1,1AILL SIHP5OW H -i 2x G'� !6 o.c. 370 P 4: iilzr.P,- '�aElSt"liG AFiGtivB E' x, Z-0&1 ti Z -1I P', G. 20 P.5.aW, `02P o.G. d Z K(. G tZ035, rl e5. EA, )Z. FrFC-1 M,-�� Ty V, '� Z D.ia. a< UTTE COUNTY Grgo5S �; F -G.1 ROOF3,UILDING DEPAPTMEW APPRO _U .t f . . rl AND ,v? rte: 4I DE ffL"=VA ION F'P-F_'t_ is>L.,�fl e_eP Ap_t. e_v7 -r 7-0 y1 i-Ird7,'©. N01 -IF as 1 KA67 01 C PT: r�px b �' OPT. -I x 4 DCS'-) hC \,/I N V ONY . ,. { ••ixtZ,•lif<nDER -TYIZ NEAG?E�, I � YU o1 \ Oorr-, : EF M frA'ta, t10M F 4 AT' I ,g /Wr*LL Iv S N MA%Tt1r 4 N1 -57/g t� 9x G-,Vfo 11010,01 u5F Z - 't� ntlRt I i 0 M R, F_T%J R ��J AI-L.s x.T Cn a, k A 6 i` ! 4 1, Stoorr Pt ! aX _ UNIT •� F CX -Gu /�.S I r � � �� N ('1,AGa S/MPSOAI PA h',0 HOLDO WA)S i ►� N F_NGS OP PIP—'&iN/-lU_S � ! Z)f4 WALL 2 v o- WALL �. . rel eN"_1 �U •t A\ AR I F-.5 c 1T - ` '1 V A I& r > '7 -r? : f I II _ ac) Iia !'rMkfid GS'PG ffCates O C0 :1;C�' it IUP A,�;,"u-lam hoamrs. G -r r1 P.fi C.* r Q0,:-;,2. f') i=t y 3 G ARS � I~ LODR (�'L� c-ocnr Ar oPt .sat tn��t.� �wr�r ... - . - r■wry■rrr�r■�rE��rr+ur�r�,ru.rlrr.r I w ■ r��r.. rr over■i■■ - - Jill t2 VE" A.N.A.>t1E;ATIjIN4 n �� ENt' i 32,/i� titVt_ ..!/ (c c+ a i r-'" G '' f'. C.. C V f �G �, t Z"O. L. C" t E L C> I ``'`,. • , YfEFiGtr* dOINCj To r -+Asch Eu Ir, --t iN t4- �©AR.t7 �tDINLi �''F" Mih-�'p• Home GONG. SL D sol='`(� 1 i.•. G Z � �rA4-1 ti X TRIM 5IDIN61 TO MATGN 57K"reP,109 GiDINe-i F H rAlrte, KOH F - N PSIS 2!44J Is 191i.l. i ',► tNr 4 -.s r..,y,�.$ 3.t�i 1` NT � J47 FAGS I {# ( � �K �• 1�t�A Jd1iA1Cfi: qrE OF CP���a�, "544'PsA4 I:T oaoR Pio_Q �c ■f► v ! Ji l 1 � .WALL WaDTH� . • .. ' ` y*tib 59X P; ' F 16.9 ' `L SKI!"OME ACCESSORY Oult ING O& STRt1CTWov- %'�. KAM AND SAFETY CODE, DIVISION 13, PART T a APPROVED SUS)ECT TO CORRECTIONS NOTED Approval does not authorize or approve any omission M deviation From requirements of oppikohle State laws otld regulations. State of California Department of dousing and Community Development DiV'ISION Of CODES AND STANDARDS " 81 y Date we'r EXIERI-OR SIDING SPA NO..:_:'.. .,s ...._�..._. ...� This Plan Apprc micd Expires..�..�5'g-'rff a/e" Plywood Nails- U's @ 4" o.e. Edge 8d's @ 12" o c. Field Plywood. Nails. 8d's (ui 6:,:" o c Edge , 8d's @?12" o c Field MANSONfTE PANEL. SIDING CLADWOOI? SIDING hails• Bid's a, 6" o c Edge tw's @i 12" o.c Field / g 0 o.r_ • VSN 1.2241 trwa t TOWUM AT i,V,il:'E. J01WS r 4224 'RAS. NOTEfi_ I Design loads. Roof Live Load' 20,30 RST F Roof Dead Load- 10 P. S F. Wind load: 80 MPH EXP C 22.b VS.F. 2 Footing shall be placed oil fain undisturbed soil or compacted eii&eered fill. Max soil design bearing pressure of I000 W 3 Confircte: Concrete to have a minimum of 2000 PSi breaking strength at 28 days. Reinforcing steel. ASTM A6i5-40. 4 %i crone. expattston anchors may be used at occasional plats; break utstead of A l3. (S..bjeot t: Approval of LoCat EnforcMent Agency) J All co.structioa; cliall bo in li"rpdanoe wi;h Chapter 23, 1994 u -Be. 6, Nailing shall confot rri to table 2:9 -I -Q of the UBC, untess otherwise shown heron. 7. The interior face of the garage wall adja,aent to the' at kifl.' home shall be sheathed with minimum of W gypsum board nailed with 6d cooler nails at 4" o.c: and at all edges. All edges shall be blocked with 2x lumber. 8 It1.'all adjacent to the mfed. home shall not have any openings. except a door. The door shall be tight, fitting. I W' solid core and %off elosing.'�, 9. F,aeh installation shalt have aii identification tag„ giving the name and address of Mfg, standard plan imniber and design loads. l0. A private garage may be locatedirtintedutely adjacent to the rttt:g`d Iialtie if the interior of the garage wall adjacent to the mfg'•.' home is constructed of tnatertats appro i.+d for on't-hour fire-resisuve demi: if there Arc op"1tit 6 thiel 1111110, hotels wall 411cont to the garage wail, a inininiu,n of dwee feet separation sh att be maintained. A mir umim of six feet s tp"ttori shall be Maintained bets ma the mfg'd. tomo and a privam t'a �'c which doeA not nisei the requirvrtrraxts fur alts I,ouP firs°-res►siive ctiitstTtictrott. A tlt€,aei-t tl0pas;:� 64i shaRbe inatttuuited fitaii a private garage- and twy lot lute wtuch d not border on a roadway. SEE h,,,,3 L. 11.. ' 3 l Chis~ -hear firo-rierw iveconsti iy doe shall be: S/r tyf a "X" gyp. bd. applied to the interior face of the wale, tisikd with t,.: cr l,L-t nails at T' c..., all edges blocked, all jouus taped or 1 /2"typ. bd. sheathrrig applied to the exterior fac o of'ffie wall, nailed with 64 cooler nails at V e.c And overlaid with mat. 3/8" extenor siding "sited as shown berem). . x�4 t PAGES �•�%•Ips:@ 5Np OF 6rAer- _ , At•IEV, ,itt.tE ' �rc�,cE; TD ec�vo'�r'fE. t117E' f,F= rZ.lDl.�E 17) itJ1,1AILL SIHP5OW H -i 2x G'� !6 o.c. 370 P 4: iilzr.P,- '�aElSt"liG AFiGtivB E' x, Z-0&1 ti Z -1I P', G. 20 P.5.aW, `02P o.G. d Z K(. G tZ035, rl e5. EA, )Z. FrFC-1 M,-�� Ty V, '� Z D.ia. a< UTTE COUNTY Grgo5S �; F -G.1 ROOF3,UILDING DEPAPTMEW APPRO _U .t FIRE SPRINKLER NOTES• 1. FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D. 2. TANK FLOAT SWITCH MUST BE SET TO MAINTAIN / D GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PROVIDE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK FALLS BELOW 1 GALLONS. 4. THE F,IJiE SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP AT 'SI. 5. ' PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE. 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY. 8. SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS.