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027-120-006
CDF FIRE SAFE REQUIREMENTS Z-? —c 2_--.00A `�� --z Z� Z �� �%d2D L.vr_jEu__ AP# PERMIT # NAM 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 These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards.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. 0�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 land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant 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. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 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 i00-200 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 x [j 1270.10 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Width. All driveways shall provide va ,c4 PN;,mun1 1A , fq t traf f is lane and unobstructed vertic y�;� 04'0 " ;Af `15 feet along its entire length Page 1 o£ . 3. ,A P $ y #f) I., Trij -U AP # q& rZL( Z �L L'14Ae-0 ze-?'Oe_� L PERMIT # NAME [, 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [V1 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 [jC] 1. Gate entrances shall be at least two feet wider than // the roadway it serves. 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. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or 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. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including 1 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 ba completed prior to completion of road construction )r fiaal inspection of a building permit. Page 2 of 3 7 jp ' f f r AP # PERMIT # Other Requirements ( ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves /QL r%C.Yl.DCEJ z.�JEL C.. NAME ( ] 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 10% 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 Date Signature Page 3 of 3 `."r" N �6 � i•oJ•r;ecsr� F,se a oFT;o��}E;a��,• 7T I KIT_ fam S T-'01AWl AREA '7 OPT z i 14K 20r,.L.10ML_ , f A _ 114- MAX- wzi �Z LIVIN€r Roohc CSN j ¢ 2l30 ,0 �� it �0Y'T (fl �r8�4SQ,J� �-� `1-J4 sono z� 1nr 4 BEVRCt�/illy \q I 8 3Y nro 4" r , �!-8 :. @A ,�•� s ISI �z- O jVOusr�c f01fsTA _ fRPLIICE \ `IV -8 3+00 ." Tr 1t U t SAFETY STANDARDS C C 7 st At �y� I� ! JUN 1 IM' r.is ( - - j/O` 7.7Ctl .� ,ar 1, ' c� ® i .� a eeos PORCH 9 o a --q FT 3�',q Two . � 1rs 2, iso$ 7700 (0• 1f•7' 24 iIZ j tia ala on«.r1aw o1v �77rt r�ct 7W oaG1u•noa vufr LECIEN0; 111! WAN CWTWARft )k PANREETVYflCD nTLG^'� used I fz AMori Y7 nu X _ _ b teT. oattcs p runty AM CroLL O r" r.+. sra..e W0047Z AA -17 SHY t } sM+rw 4. N rrr AC..r FL � OR PLAN 'KE3 w 171 G -- (j uama,xnx :t uwK+nr �t7X3G ffZC+R:r�7fr�' OF 1 r �f "ntwo.r�r !� csaxarxoara s+�+�iL�+,t -' r aoa++ucri ran .,, au�«rr ihy 250-fll-*A HEY I;L'Sf.�.iii� ►_� ,a■ _ !�I[F�i[>1C[Y�u.7fT.fiii 11. -' S�L'� _ - - -- - -- •L�7 8O�' Nw—919 v /3�/• 14SAT TAP,6 JIVE;071 r -W oG Ftcc)c WM SM 5 o rr; h%490 *CUt the" He urfur 4 ED,( -Com rrtdst+ axb (Q 3 "J AL7ERNA 4:8 " '7 OPT z i 14K 20r,.L.10ML_ , f A _ 114- MAX- wzi �Z LIVIN€r Roohc CSN j ¢ 2l30 ,0 �� it �0Y'T (fl �r8�4SQ,J� �-� `1-J4 sono z� 1nr 4 BEVRCt�/illy \q I 8 3Y nro 4" r , �!-8 :. @A ,�•� s ISI �z- O jVOusr�c f01fsTA _ fRPLIICE \ `IV -8 3+00 ." Tr 1t U t SAFETY STANDARDS C C 7 st At �y� I� ! JUN 1 IM' r.is ( - - j/O` 7.7Ctl .� ,ar 1, ' c� ® i .� a eeos PORCH 9 o a --q FT 3�',q Two . � 1rs 2, iso$ 7700 (0• 1f•7' 24 iIZ j tia ala on«.r1aw o1v �77rt r�ct 7W oaG1u•noa vufr LECIEN0; 111! WAN CWTWARft )k PANREETVYflCD nTLG^'� used I fz AMori Y7 nu X _ _ b teT. oattcs p runty AM CroLL O r" r.+. sra..e W0047Z AA -17 SHY t } sM+rw 4. N rrr AC..r FL � OR PLAN 'KE3 w 171 G -- (j uama,xnx :t uwK+nr �t7X3G ffZC+R:r�7fr�' OF 1 r �f "ntwo.r�r !� csaxarxoara s+�+�iL�+,t -' r aoa++ucri ran .,, au�«rr ihy 250-fll-*A HEY I;L'Sf.�.iii� ►_� ,a■ _ !�I[F�i[>1C[Y�u.7fT.fiii 11. -' S�L'� _ - - -- - -- •L�7 M.IJ:r - 2 Mobilehome Manufacturer: - Zuvc- Manufacture Year: q If other than single wide, furnish Setup Model Number: 76.161-31 Width:3q__(ft.) Length:6-C, (ft.) Tagalong or Expando Size (ft.) x (ft.) On. all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. . FOOTINGS: Wood pressure. treated or foundation grade[] Other: SUPPORTS: Concrete block X] Other: Provide Tie Down Specifications for all Mobilehomes: �',./t�iC/ - Llcx— Pier Footings Sizes and Location MULTI -WIDE SINCLL WIDE Line 1 I ine 1 Line 2 Line 2 MainDeana.......................................................................................ine 2 Line2— Line 3 Line I Line 2 ................................................................................................ Main Beams Line 2 ................................................................................................. Line I ................................................ 1L ine S Tag or Triple ine 4 Line 1 Line I Piers: Size minimum: x Spacing maximum: From ends -maximum: Line 2 Piers: Size minimum: ,: 2- ] x L3v ] , Spacing maximum: ,5' From ends -maximum: if 3 Roof Loads: Size minimum Location (from front): Line I Openings Size minimum: [%Z ] x [�] Each side of openings with width over: ` Line d Piers: Size,minimum:[ 'Z-] x [;d ]• Spacing maximum: .5 ` From ends -maximum:" " Line S Roof Loads: Size minimum: q 3c Location (from front): I -1V- Al, '-tet--) ;�..�,,fl,• -T ,'T° Tut ��, OVER H -34,,kA A, f S6 3 � I -3t_ l �Z Line S Roof Loads: Size minimum: q 3c Location (from front): I -1V- Al, '-tet--) ;�..�,,fl,• -T ,'T° Tut ��, OVER H 1. Owner's Name:__ 2. Assessor's Parcel Number: 3. Installer's Name: J 4. Is the site currently under permit? Yes[Xt No[ ] Permit No. S. Is the site an existing site? Yes[ ) NoK (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?Amperes. 7. What is the electric service rating of the mobilehome site? —'?(Do Amperes. 8. What is the mobilehome site circuit breaker rating? ,206 Amperes. 9. What is the main service breaker rating at this location? 266 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ No[ ) If yes, please identify the load and size: (Load) 6,j F Lc (Amperes) �30 11. Type of gas service at mobilehome site: Natural[ ) Propane[)(] None[ ) 12. Size of gas pipe at the mobilehome site from the meter or tank: . 0 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?,' (iL). 14. What is the mobilehome gas demand? I3.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). THE OTHER SIDE OF THIS FORM MUST BE CONTPLETED IN ORDER TO PROCESS TIIIS PERMIT APPLICATION OVER h, T -h -'g '"t --P4)r`Lf1da,1-I0n8 MUST bo ,�Pt 61"! U-19 M-) Otalll thmaea altd it, is uni'sw1w to -thathe airy SaIng W-Ithou -J)e9&WrUAIA.Ut Of ftbJJ4) IVOAI QUI Cou—,1W of auwj, ELECTFVCAL,,,IIECHIANICAL "CONSTRUC-110N ( Nto-r 'AND PLIjMgWG SHALL CCt.,jiv4 VIj PLAN CHECKEf) I Ly IMH CUFjRENT aDITj64 'OF NEC. UMC AND Upo. NGTP: ,P,u Materials & wollkM19-118hip Sh,--W Be In A,,-e,0r(-ja,noe , w1Ah ReoogrlizOd Crood Practices and -V pecifledi" f a Qaa. Ity Prescribed for the e S- M MiLa UIUfGfJP- BuRdl-r-9, PIWAbM9 & MijohanioeJl Codes and the Nat7oria.1 EleotricaJ CQde. -K ;-6 as A� APPROVED Butte County Environmental I Houlth grifne A., Q, J A permit wifl be. required for fhe installation of tiro M069ehamo. AND EQUaIiII-IT At A,-� OF ALL EAUrAw poi,ruiHAMGG SHIMI-LIBE A �3t-T BAC; D k JIL TII-Z Ra At"I'D FOR M. FT. EAVE The altachod Fire Safe U TN requirements must be completed BUILD W1,31HtTEPARTIMENT as specified and approved by C.D.F. A Ph 10 F-4, 0 kv EZ -V LD FILE COPYN EQ 8' 0' EQ i j I I i I 4- i IDLE SUPPLr PIER & PAD I I I I SPACING PER STANDARD PIER & PADS ----__ i MOBILEHOME SPACING PER MOBILEHOME FACTURER *INSTALLATION MANUAL' i - - -a - - -- - + - *MANUAL" NUFACTURER - MANUFACTURER MANUAL' - I I I I � j I i LTA �T I SEISMIC PIERS I PRESSURE TREATED PLYWOOD PADS= In - --�-. __ L. -- �- _ -- -.® - I - EXISTING - EXISTING MOBILE I MOBILE COACH COACH BEAMS I IF I 1__ BEAMS ----- ( }- j I I j I I OUTUNE OF - MOBILE HOME \ UNIT i b 0 N DOUBLE WIDE TYPICAL 20' OR 24' OR 28' P LAN 3/16" = 1'-0" NOT! FOR DOUBLE, TRIPLE OR MULTIPLE WIDE UNITS FOLLOW SAME PLACEMENT PATTERN IN EACH ADDITIONAL MODULE �- COACH SUPPORT GIRDER TYP GENERAL NOTES: INSTALLATION INSTRUCTIONS REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1991 EDITION 1. MARK CHASSIS BEAM ACCORDING TO REQUIRED SPACING 1. DESIGN LOADS: 2. FOUNDATION FOR CHASSIS BEAM SUPPORTS SWILL BE LOCATED AND - - VERTICAL.- ROOF LIVE LOAD •- 30 PSF, FLOOR LIVE LOAD - 40 PSF SIZED FOR THE LOADS AS SHOWN IN THE MOBILE HOME INSTALLATION _ LATERAL WIND LOAD - 80 NPH EXP. 'C', SEISMIC ZONE 4 INSTRUCTIONS 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND 3. LEVEL. THE SOIL AND PLACE PLYWOOD PAD BELOW MARKING SEISMIC ZONE AS ESTABUSHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AS PER LAYOUT THIS SHEET AREA 4. ASSEMBLE SEISMIC PIER TO ITS LOWEST SETTING, PLACE IT ON 3. ALL FOOTINGS ARE TO BE SUPPORTED.BY FIRM, UNDISTURBED SOIL, FOOTINGS ARE PLYWOOD PAD AND ATTACH IT TO PAD WITH 2 - 1/2' DIA BOLTS DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS 5. RAISE TOP SECTION OF SEISMIC PIER UNTIL IT TOUCHES BOTTOM OF - CHASSIS BERM BY TURNING PIPE (FOUR TURNS EQUALS ONE INCH 4. PRESSURE TREATED PLYWOOD: ?/4' A.P.A. 48/24 EXTERIOR PSI.- 83 C.C. PLUGGED CHANGE IN HEIGHT) TIGHTEN FOUR CLAMP BOLTS FIRMLY NER -- OA 397 PRP - 108 6. CLAMP UPPER PLATE TO BOTTOM OF CHASSIS BEAM AS PER DETAIL 5, STRUCTURAL STEEL: SHALL CONFORM TO ASTM A.36 Fy = 36 KSI MIN THIS SHEET FABRICATE ACCORDING TO AISC SPECIFICATIONS, WELD ACCORDING TO AWS SPECIFICATION ELECTRODES? E70 PLATES: ASTM A36 ANCHOR BOLTS: ASTM A307 COACH LENGTH NOTES BOLTS: SAE GR5 = ASTM A449 = ASTM A325 THREADED ROD: COLD DRAWN LOW CARBON WELDABLE 48' OR LESS COACHES MAY REQUIRE FEWER PIERS AND PADS .:.ic.4.�Gr�'ellt✓�ow�PO�rriiJi��js~�Grl�tul',�riuts/l�vL'�IJiTYcrl✓� �40T30, PER BEAM, THE SPACING WILL GOVERN TOTAL NUMBER REQUIRED 6. THE PIER AND RIDGE BEAM SUPPORT ASSEMBUES SHALL BE COATED WITH SHERMAN WILLJAWS E61 -RC2 ENAMEL OR APPROVED EQUAL AND SHALL BE LISTED AND LABELED FOR COACHES 48' TO 60' USE NUMBER OF PIERS AND PADS AS SHOWN BY INDUSTRIAL TESTING INTERNATIONAL FOR THE FOLLOWING LOADS C) MAJOR AXIS: 14DOI MAX COACHES OVER 60' WILL REQUIRE 1 OR MORE EXTRA PIERS AND PADS MINOR AXIS: 9001 MAX PER BEAM, THE SPACING WILL GOVERN TOTAL NUMBER REQUIRED o VERTICAL: 8000# MAX 7. THIS FOUNDATION IS FOR PLACING MANUFACTURED HOMES CONSTRUCTED WITH BEAM SIZE NOTES__ "' LONGITUDINAL OR CROSS JOISTS o:: SPACINGS SHOWN. ON THIS PLAN ARE FOR COACHES WITH 10' & 12" BEAMS g 8. THIS FOUNDATION PLAT) IS Dt±SIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL. SEE NOTE 11 ANY 6" BEAM IS NOT TO CANTILEVER MORE THAN 6.0' ON EACH END OF UNIT AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 16.0' 9. PRESSURE TREATED PLYWOOD PADS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL ANY 6' BEAM IS NOT TO CANTILEVER MORE THAN 5.0' ON EACH END OF UNIT 10. FOUNDATION FOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 14.0' LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS 11. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME 2 - 3/8'x1" BOLTS SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4', OR WHEN IT WILL ADVERSELY AFFECT FIELD DRILL HOLES COACH C OR THE USE OF THE MANUFACTVRED HOME J BEAM 12. DEEINATION OF LEVEL FOR PLYWOOD FOUNDATION PAD OSI. EXISTING AND CONCRETE 'VARY` IN 'DIMENSION `OF 2'x2"x3 16' — 3'xJ' PLATE ;• T THE'-GRADE`"CAN 3X 11THER -THE -IIPI-PAD � --- - - - _ - . -- A - LyJNG� 13. STANDARD PIERS MUST BE ATTACHED TO CHASSIS BEAM AND FOOTING PAD PER SP 75(0 FOUNDATION PAD ORIENTATION COACH I BEAM 9OLT$1/2' I SEISMIC PIER ' 3x3' PLATE �� DOUBLE, TRIPLE, OR MULTIPLE WIDE UNITS: PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS COACH C OR - THAT THE LONG DIMENSION OF THE PAD BE IN THE J BEAM TRANSVERSE DIRECTION 2 - 318' BOLTS - • INDICATES 1/2'/x12" GALVANIZED WHERE FIELD' CONDMONS OR SKIRTING REQUIRE PAD MAX TUBE HEIGHT - 4 - 3/6` FIELD DDR)LL HOLES 6"x3' PENETRATING STABILIZING ROD ROTATION, NO MORE THAN HALF OF THE PADS IN A 6' SHORT TUBE 11' LONG TUBE BOLTS ,. PLATE GROUND ANCHORS TRANSVERSE UNE CAN BE ROTATED SO THAT THE LONG \�- DIMENSION OF THE PADS ARE PARALLEL 'TO THE BEAM 2' DIA SUPPORTING THE UNITS 3 8' -- STD PIPE ,�-- SEISMIC ENGINEERED SYSTEM THE ENGINEERED SYSTEM IS DESIGNED USING ABOVE GROUND STEEL PIEfRS , AND PLYWOOD FOOTING PADS TO RESIST OVERTURNING DUE TO SEISMIC AND OR WIND FORCES OF 21 P.S.F. GROUND ANCHORS ARE TO BE INSTALLED AND FASTENED TO FOOTING PADS AT THE FOUR CORNERS OF MOBILE HOME UNITS FOR ADDED STABILITY THIS PLAN IS FOR DOUBLE, TRIPLE OR MULTIPLE UNITS ONLY CHIS SYSTEM IS ADAPTABLE TO STANDARD HOI LOW MASONARY BLOCK. PIERS Z - - x - -# - - - _t.� SEISMIC PIER AND - �T --- -- -- -� �'�� PLYWOOD FOOTI�-G PAC t i - RIDGE SUPPORT PIER & PAD TYPE PER MOBIL FHOME MANUFACTURER 'INSTALLATION MANUAL' N� IS _ AREAS THE OWHERE ODEPTH OF FLOODING FDOES OR INSTALLATION EXOCEED THEFLOOD PLAIN ELEVATION 3; Ei = 1' -0" HEIGHT OF 2.3' 30'02'014" -- PLYWOOD HOLE FOR 1/2'x1 1/4' C.B. WITH 2'Ixl/4' — HARDENED WASHER x :x 18'x32'x3/4' -' PLYWOOD x x HOLE FOR GROUND ANCHOR TYP OF 2 32' r— 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 18 x 1 1/27 FHWS ---� i x x 4 — / BOLTS TIGHTEN TO 180 IN -POUNDS TORQUE 3/4' THREADED - ROD Cr -- 3/16" PLATE CLAMP PIER TYPICAL BEAM _CONNECTIONS �• _ ,'- - D - = 3/16" PLATE o, fESSlp�. LEGS TYP OF 4 �4Q� S• POgl�l�^ -14 -J-- a o. 15,182 -- CIVIL 5/16' PLATE 8'x8" \ 1�/F pf CIil1E� \ \ 1/2'x1' 1/2' BOLT WITH 2 0 x 1/4' HARDENED WASHER SEISMIC PIER 3- = 1'-0" CP - SEISMIC PIER I 1 PLYWOOD FOUNDATION PAD 3/4- = -0" _Y e)�� i f 9 . E�('i/s/6Er1E0 77AKDOWAI SYST,-M APPROVED UAWT TO CORREC1tON5 NOTED An....r A+w R«— «.y «.r,wn « �...n F..., SM. 6— .� - SaN .f C•Ilb.nl. D.Nn»..,� d H.vv�R .nJ C.w.nvniry P.wIN,w.nt M ISIO O. COD 5 AND STANDARDS By Oats SPA NO. 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