Loading...
HomeMy WebLinkAbout072-420-017I -- i � I ` _ 2- 6 A.P. # . Z OWNER PERMIT # ® —Kd MH UTIL. CLEARANCE DATE INSPECTOR GAS SUPPORT COMPACTION ELECTRIC PIPE STRUCTURE TEST REQ. SERVICE OTHER SIZE LOAD TYPE SIZE LENGTH YES NO YES NO ry i �--.. ... ...... ILI`ts ry a rN ' ,Hca 0 �. �� 4r .V,v o'oQE BUTTE COUNIII RUILDING DEPARWPI` 4ppR0v b¢ CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local 'regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department, for compliance. [�1 1272.00 Maintenance of Defensible Space. To ensure continued maintenance -of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the landowner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. Not to exceed 16 percent unless paved. ] 1273.03 Grade... 1273.04 Driveway Radius T 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet, radius; 2 feet.to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum -of 10 ,feet wide and 30 .feet long with a minimum 25 foot taper on each end. I 1270.10 Width. All driveways shall provide -a minimum 10 foot [ �1 traffic lane and unobstructed vertical clearance of 15 feet along its entire length. - Page 1 of I I s AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in , len thshall provide a turnout g near the midpointofthe driveway. Where a driveway 1 exceeds 800 feet,.turnouts shall be provided no more than 400 feet "apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in -length and shall be within 50 feet of.the.building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. LfA 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/oror the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. NA 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi_ial inspection of a building permit. Page 2 of 3 z AP # PERMI # NAME other Requirements [ ] ,if Building Setback is 15 to 30 Feet: : - Class A or B roof - Enclosed eaves [ ] If Building Setback-is-Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback -'Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0% of wall area toward property line with insufficient setback - Siding from the following list: stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials I Date Signature JVf.H.L- 2 Mobilehome Manufacturer:�Manufacture Year: -�200 If other than single wide, furnish Setup Model Number: _.. . Width: (ft.) Length:Y6 (ft.) Tagalong or Expando Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation gradeCjs]' Other: SUPPORTS: Concrete blockK Other: Provide Tic Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MMTI-WIDE Line 1 Line 1 Line 2 - Line 2 4 ................................................................. .................... Main Beams Line 2............................................................................................. ; c 2 Line 1 Lino 3 . Line 2 Main Beams .......................................................................................... Line 2 Line 1 ' . .............. ;:_5�11.e 5 or Tri 4 ino l Line 1 Piers: Size minimum: r I x Spacing maximum: 1 9` From ends -maximum: 4` Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [� 2-]x [ 21]. Each side of openings with width over: Line 4 Piers: Size minimum: ) x P-4]. Spacing maximum: ` e, From ends -maximum: ` v ` x30 36x30 36 Xao Line 2 Piers: Size minimum: 12q I x 1-2..4 1. q01611 Spacing maximum: ` From ends -maximum: Line 3 Roof Loads: Size minimum 211 Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [� 2-]x [ 21]. Each side of openings with width over: Line 4 Piers: Size minimum: ) x P-4]. Spacing maximum: ` e, From ends -maximum: ` v ` x30 36x30 36 Xao ��Fx3a 0-6`1 i3�a "'�g ) o" q01611 -11, f , O VER - a M H.I -2 :'2? ••:i:.Y:Sr,.;Z - <;:.N.r.:wK.ti+.:,...; YR'+!!«,+!.+!.+wu.. w....x: .-.�c .^,•.l•::: �"v�'fr,. —:;'. ,r;.S::r 1. Owner s Name: 2. Assessor's Parcel Number:—O-) a - 1-20 61 3. Installer's Name 1-Q 4. Is the site currently under permit? Yes[ ] No[X Permit No. 5. Is the site an existing site? Yes[ ] No[xf (If yes, furnish two plot plans). 6.. What is the electrical rating of the mobilehome? l oO Amperes. ' 7. What is the mobilehome site circuit breaker rating? ° o Amperes. 8. What is the electrical rating of the mobilehome site? a �' Amperes. ' 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? - t7 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[--Wyes, please identify the load and size: t a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[\A1None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 2y (ft.).. 14. What is the mobilehome gas demand? G--- B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). TUE OTHER SIDE OF THIS FORM MUST 13E COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 4 4 1- M !v✓r=r O _ r Illi( � S�1Fa fi 9 ar. ego /r r I � u-) N 4 \� \ I .:I- CO. N coO I c:> � QEOQLbM 197 4 SCt/T, f3=P-I�T. �Opr �t,oC� csr Lr - pi, Q U CD - ?as nwa FLu MAL u wrzr J IN All mer tana mu= 1►oM tz. . { ; °--, ?RT LIS= AIDfol< YIDW AXIS - Tin WINDCW/DC7R SCHEDULE O 1110 ,w'"" �It! p001e1 W . - Ofa�rJlRr1ts11 wwt rorr tom - �o ■ , 5� O x CE02P0M td3. t11 so. �Y T N u bEDQOO,M t/ZD bo -FT r ,r G I pGwL-L-. 901RD.L pGwL-L-. 901RD.L 30#LL, 109D.L PIER 90" MAX. 914" MA7L � Q TRO ?OST WZ'1 F-1 7A18 pm, (I.ESi LCA0 110- GR.FT was t10, 'F=�=�AL.1fAiVLrnr7;i�=�y 4100 1 q T -T 32 A Q HcousiRG cc-NsT1Z;ic72CN • 0 V L A. -=-7Y �TA:tiDn~.�S / Inn ` 7100 2 B 14'-cl 4 q 2 i� 0• B g SEP 15 lH' + o 6900 3 B >Ia�6• a S q t3 -S• 6 ¢ C qj��d s 6 Q yo G~ 5800 4 6 7-T 32 4 A T-0' 32 i B [ndicaus 2' 13carrrmg 1s rccquirad escr. oR e.+�...ea<` BP L � ww e�+wrur�o.1....�_ _ LLt00p��b t Rw` '�`sf,�m s1 ra OF 1 1 w[r atrn. 9 �L nw�..._ afrllE IW�R1RL•r1 aatrwnm vw'aft1 __ ft0-% 1[7{AAw plpis MALL Yom. rr ., COACH 1 KAM 3' X 3' PLATE RZFUM314. CALIFORNIA COOS OF 1W.X AT10Ni„ ilii 25 AND U.1ELC.1994 RDtT>fOK _ L pLISLOid LOADR• v atEcImUN P tiiRUN1l' OP M0olu � %�. r'a'h <. •f*!♦s�� i n n n g < � MAX TUBE HEIGHT > BOLTS 3' SHORT TUBE r 14' LONG TUBE 3/16' PLATE LEGS 93 ErTABliiiWPORFEEMANENTBUILD OMRi'lUNAVECO EXI ALAAJRA. �•l� (� BOLTS TIGHTEN TO 180 STD PIPE O 3/16' PLI TE CLAMP ROD T YP OF 4 �3 T1 11 FOUNDATION IS COlISIf, ER>lD TO OOt4Tff M A 1'U&LOW POU MTXX 3 t� rig' reit I:`1 rim' u 93 13 a 4. ALLwOMMARE BEKIP R WBYF1>RKtMAIMAT=t*MWMRMDCO EMMPOOTOMAll /Oil. pR90K= AND 0iWL N COMFATIBIJ WITH LOCAL SOtI. 3/16' PLATE DESMW FOR 1000 PSF TOTAL LOAD +�NL 1� 1. x %�. r'a'h <. •f*!♦s�� i 4 - 3/S' g < � MAX TUBE HEIGHT > BOLTS 3' SHORT TUBE r 14' LONG TUBE 3/16' PLATE LEGS 2' DIA ErTABliiiWPORFEEMANENTBUILD OMRi'lUNAVECO EXI ALAAJRA. �•l� (� BOLTS TIGHTEN TO 180 STD PIPE O 3/16' PLI TE CLAMP %�. r'a'h <. •f*!♦s�� i :.,. R+00/ �k. ,.. �: W11dD g < � zm > + THE DESm, iiOADS SHALL U a>NEtiarR WITH ROOF LIVE IOAD1 WIND LOAA MID SIIIRIQC LO+Ii AS r 3/4' THREADED 3/16' PLATE LEGS ErTABliiiWPORFEEMANENTBUILD OMRi'lUNAVECO EXI ALAAJRA. JWW ROD T YP OF 4 TIO CENNECTIDNS Lmmj3kaauWJlj p IN -PD + THE DESm, iiOADS SHALL U a>NEtiarR WITH ROOF LIVE IOAD1 WIND LOAA MID SIIIRIQC LO+Ii AS 3/4' THREADED 3/16' PLATE LEGS ErTABliiiWPORFEEMANENTBUILD OMRi'lUNAVECO EXI ALAAJRA. JWW ROD T YP OF 4 3. T1 11 FOUNDATION IS COlISIf, ER>lD TO OOt4Tff M A 1'U&LOW POU MTXX v a 4. ALLwOMMARE BEKIP R WBYF1>RKtMAIMAT=t*MWMRMDCO EMMPOOTOMAll /Oil. pR90K= AND 0iWL N COMFATIBIJ WITH LOCAL SOtI. 3/16' PLATE DESMW FOR 1000 PSF TOTAL LOAD +�NL x 5/8' X 11/4' BOL' ' OOND �< V11N HARDENED WASHER S. STRUCTURALSTM' AM AMVA IMWU N SEISMIC PIER . , Not t o S =am rrEcaPtcATiONr. k S BR T J .,. C.P. SEISMIC PIER; # 1 , — PATENT PENDING a SHALL BE WEII,EL: ACCOMWO TO, AWN USCMCA 0NS: L PLAIT Lt70 IL Er: ASTM Ass P1aT NOTE UL A14C3i0ABr`ZTS: ASTMA307 W. DOLTS: WAR ORS -A9111 A449 -ASTM A323 ®® 180 IN -POUNDS IS EQUIVALENT TO 13 PT -POUNDS - V. THREADEDROD: COLD DRAWN LOW CARBOIIWNJ)ABLR A ALL METALCOMPONRIM INCUMM NAR.S A SC.RSWS II•TG ARE TO BE PR OTBC'ITVB CIMIM I I & THB PM AND RIDW BL W NPPORT ASSEMBLIES SHALL BE COAT® WTTH W&UNIAN WOW" E614tM M APPROVED ggWVAIENT AND SHALL BE IN= AND LABUM BY CSWMZD TESTTNO 4:40 CONNLTM 2 - 3/B' x 1' BOLTS FIELD 0RII_i. BOLES S BRVXZS(CMFOR THISFOILIM OLOAM' OPTION OF a 1700 MAX �- 4- 414 T E X S. S COAG 11 C A& M. VERTICAL: Ii000 ib�. MAX V=TI A L.�..I 1..� a OR J BEAM 7. THIS FOUNDATION Y FOR PLWAM MANUFACTURED BUIL DOM Cot+ VIL CTBD WALL LOMOMMOIAL OR . Loi �T 1 /4'x2'x 4' ANGLE 3' WIDE 3' x 3' PLATE 11 CROM IM+1'f1t THIS POl�1MT10N FLAN 1R m BE oor�a'r>:urn ON FAIRLY Leval. SITE WITH NO©nNa asSCLC �U1P)Ellt I nomsms. R urns NT OOt m DUE o POOR ROTI. gu NOTE 9. FOUNDATION ! PADSgal 4 - 112' _ 9. iN AREAS WHERE DIFFBRP. M%L UTTLBMRNT PS.) CAN OCCUR. MANUFACTURED HOMES SHAD. U OR IT WIIL ADVSRSELY AFFECT M USE Of THE T BOLTS SEISMIC REAUNSTED WHEN D.S. EIOC<ILOS IM, WHEN 5 PIER MANUFACTURES) HOME OUTLINEor L 10. TRIS SYSTEM IS ADAPTAW TO 4TANDARD HOLLOW MASONRY B1 M PIM mob" COACN Nkt�" I 0 ^ 11. POR ROOF UJVE LOADS OF UP T O60 PSF,11111 POUNDATIONSYSTEM MAY= I—MED WITH THE NUMBER OF C.P. 1 TYPICAL BEAM BEIS111C FIER11 /HOWNON TIM PLAN. H0WrV R.R�F L #M HIM THAN 30MMAY RKQUUETHS U81- OF ADDlT10N1ALfRANDu1RDPADANOPIER>RirASP®tTHSMAMIFACTVRER'SLNRI'AW►IX1[�1MANUAI. ' SINGLE: WIDE TYPICAL ny*' PAD N TES• PLAN FLAN Not to ` Scale 1. THE MUMPL U -TION PAD SHOWN ON THIS AN M A PRECAST CONCRM FOUNDATION PAR THE PLYWOOD FOUNDAT10tr1 MD MAY A8 USLD AN ALTERNATR DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COArH Scale: 1" - 10' Scale: 1" - 10' S. FOUNDATION PADS SHALL �BEKAMONISM UNDWnMBEDI= NOT>r NQ'I'E: It i0 IN OVER:= /OR CHIMING 3. �ilowi� �rF. STANDARD PIER A FOOTING SPACINGOR C WEAKAGE FOR MORE THAN TRIPLE WIDE UNITS, SUBMIT PER MOBILE HOME MANUFACTURER': $' R. SOOO PSI AT 18 DAYS AS TESTED AND MANUFACTURED BY STAR1.T17G WEWEIT CONCRETE. LAYOUT TO THARP & ASSOC. FOR AVROVAL. INSTALLATION MANUAL AND STANDARD PIER & FOOTING SPACING TI3N SHC1►N IS THE M1N:11UM b. PREPIERRBDPADOR11 I'ATION WHERE RM r0SSIBU 3 THAT THE LOW DII�N M OF THE P_413 U PER MOBILE HOME MANUFACTURER'S NUMBER CONFICURAA PADS CWNREQIST " PSRPSNDICU mTOTHECDAcHos M(MSHO'WNONTHEPIr1N� INSTAUATION MANUAL ' CONFIGURATION SHOWN IS THE MINIMUM!BURS r a WHERE FIELD CONDt17M RBQM PAD ROTATION. NO MORE THAN HALF OF V! !ADS W A NU`!BER OF PADS REQUIRED. sit' ■ I !i4• N t. T7tAV1l n ms CAN !aS'•".1TATED SO THAT THS LONG DD4Rmm OP re PADS ARE PARAll$L TO 4. JdAAI.tA�R Y4 DmH A.P.A. 4m EXTERIOR LS•14 m CC. nwoE!w N 'Ti QA Sri. iAR10S �•-- 36. 1/2' CQA(Z SEZE NO 5/t' v I vir /LANG[ STAINLESSl 1. MAiQ)ALU LE.NOPUT OF XBRU WIDE COACH N PT ANCIM Pau 3.5' L MAXIMUM LFAKiTii OF DOUBLE WIDE COACH - 70 PEST. 4u4 -4x4 VHS'— 1 • J 3. UNLESS APPROVED BY THARP R ASSOC.. RMR TO RIDOE HEIGHT NOT TO E)=El> 6 • FP.ET FOR SINOLE WIDE COACHR8 k 110 FEET FOR 70' DOUBLE W'QE COACHES PRECAST CONCRETE a 119 FEST ibit 34'.. a �'i WIDE C0AC1LEi FOUNDATION PAD .. �TR>�W�1�1►rAMEMPAT�RNA:r�oWNO�TMED«,� W>nE1�OB1� SCALE, 1' = 1.5' S. r, -)R ANY COMM SEES OTHER THAN AS SHOWN ON THIS PLAN M RWU NCW ABOVE, THE MER AND PAD LAYOUT SHALL BE REVIEWED AND APPSOVED BY DONALD IL T! LW R ASSOCIATES. 3/4' PLYWOOD SHEETS 1. SPACMO SHOWN ON THIS PLAN ARE POR COACHES WITH 10 04CH AND 131NCH BEAMS OR r 24M PACO SCREWED TOGETHER WITH CORRUQATEDI BEAMS. 30'x32'x3/4' 12 09 x 1 1/2' FHWS PLYWOOD 3. ANY OTHER S IR CH BEAM IS NOT TO CANTILEVER MORE THAN 6.0 FRET ON EACH END OF UNIT AND SPACINO SOF SEISIOC MU CAN NOT EXICESD 115 PUT. 6' . SEISMIC PIER AND HOLES FOR AACIMMM1K1Rii! ockefi anm slutm 1/ FOUNDATION PAD 2' X 2 !/2' C.B. , • * ...- 18'x32'x3/4' x x x . 18' 30' -7 A P P lit 0 v 10 : _ PLYWOOD tLJt1tCT ro Now x i x x i�l sol «MAeri>� ear pp- I my omw*Mt rr �1L�► .gTOt <' J' ELEVATION Skft W C uatd, u'�- ` NOT TO SCALE 0191 ..wr ►mowOW C.Rrrn1ft + n. 32' ANp STAN>AARpr \ r �` C A l A ,,r A I -rr—nKI A 'rTIt /r mi v► nr-In__—