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HomeMy WebLinkAbout041-350-049_COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this -information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. / 1. I personally plan to -provide the major labor and mat rials for construction of the proposed property improvement (yes or no) J 2. I (have/have not) signed an applvcation for.a building permit for the proposed work. ', ± .r 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name •Address City Phone Contractors License No.' , 4. I plan to'provide portions of this work, but I.have hired the following person to coordinate, supervise, and provide the major work Name Address - - .. _ - City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work j Signed: - Property Owner Social Security jajumber — Date 10 1.1 q�-( ' 1 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit: Order No. V-10399 Page .5 -BE S C H E D b L E C The land referred to herein is described -as follows: 90-45504 a All that certain real property situate in the County of Butte, Unincorporated, State.of California., described as follows: Parcel I: The South half of the Southwest quarter of the Southwest quarter of the Southwest quarter of'Section 27, -Township 21 North, Range 4 East, M.D.B. & M. Parcel II: A right of way for road purposes 60 feet in width, the centerline of which is described as follows: BEGINNING.at a point in the Oroville-Concow Road, a Butte County Road, which point is the true point of beginning for this description and from which true point of beginning the Section corner common to Sections 27, 28, 33 and 34, Township 21 North, Range 4 East, M.D.B & M., Butte County, California bears North 680 121.49" East a distance of 1272.41 feet; thence leaving the -point of beginning and running the following courses and distances: North 800 42' 15" East, 120.67 feet; North 65° 54' 15" East, 143.52 feet; North 770 00' 55" East, 1:28.48 feet; South 550'33' 05" East, 392.32 feet; South 470 26' 05" East, 202.28 feet; North 620 02' 35" East, 254.65 feet; North 280 33' 15" East, 302.76 feet; North 120 13' 15" East, 96.98 feet; North 400 40' 15" East, 43.87 feet to a.point from this point the Section corner common to Sections 27., 28, 33 and 34, aformentioned bears North 260 58' 25" West, a distance of 187.87 feet and North 000 15' 05" East, a distance of 43.22 feet; thence continuing North 43' 421.15" East, 90.32 feet; North 520 11' 35" East 112.19 feet; North the following courses and distances: North 690 24' 55" East 86.23 feet; 430 42' 15" East, 90.32 feet; North 520 11' 35" East 112.19 feet; North 360 32' 55" East, 115.81 feet; North 20°33' 35" East,.234.54 feet; North 460 35' 35" East, 192:57 feet; North 020 52' 35" East, 50.15 feet; North 500 371 25" West 152.73 feet; North 300 25' 05" West, 175.48 feet; North 020 23' 45" West, 132.59 feet; North 04' 58' 45" West, 159.49 feet; North 100-46' 05" West, 149..78 feet; North 040 36' 0.5" West, 161.75 feet; North 230 38' 35" East, 181.93 feet; North 06° 27' 25" West, 198.12 feet; North 160 33' 55" West, 413.05 feet; North 230 11' 55" West, 92.99 feet; North 040 42' 45" East, 271.30. feet; North 090 57' 35" West, 184.15 feet to a point, said point being the terminus of this description and from which point the one quarter corner .common to Sections 27 and 28, aforementioned, bears West 216.86 feet. EXCEPTING THEREFROM all that portion of said right of way lying within the boundaries of Parcel 1, described above. (Continued) CHASSIS BEAN - MAXI PIER CONVENTIONAL PIERS TYPICAL MANUFACTURED HOME D' MODULES 10' ROPULES IY MOBILES 2 N [IF] 2 i 12 1' -4' typical at( t/G• 71-01 ❑❑ 61.6. 3 i 12 7' -0' pier caps 6' -6' 6-4' A h A M h A A A SPAN B SPAN A I SPAN A (SPAN D I ❑ ❑ ❑ 1011:3 VAMN MOTE IEMOTH . /0•-O' ❑ ❑ ff r4 IBRACE SPACING DOUBLE -WIDE MANUFACTURED H17ME SHOWN - StMGLE AND MULTIPLE UNIT SIDE VIEW HOES SIMILAR. ! MAXI -PIER 10 W►ND [AXISMWD MAB -► R IIISTALLATtOk INST11 11011 SCHEMATIC FOUNDATION PLAN WEB BRACING BRACE PLACEMENT STRUT END VIEW Is PERSPECTIVE VIEW SHOWING PLYWOOD PADS STATE APPROVAL MAxpACTIA DMINI ANXisaosse MM.iwnd lY4TW DL1tisAN auAYI• aaaftiDN MDI AN1aaVm @OSlanto maesnRDD sof ae AiiedNAta•••l'aiAWixp@sdMleartAxY oxroanxaa aavuNo. nitoM stoaXornaq AnIACAwsaAn unAxossm4naD a..ra+irr 1 II.rM.reroreoriblr .e��DesrA �teM/ y 14WHrArxry�� 7 BUTTE COUI\jTW1� BUILDING DIVISION, PPRON ff GENERAL NOTES STEEL All steel shall conform to A.S. T.H. specifications for min,nun Yield strength of 36.000 P. s. I.,. unless Rtherelse noted All, steel components to be protected Nth a QQO l~120d. zinc, or epo.y coating applied :11711 ..—a or alter Install.tlan. WELDING VHalnp sh. a. by qualified pasann@t wing E70XX electrodes. DOLTS Dolts aha 11 be A.S T.K grade A307. Dolt holes In steel shall be equal to tro bolt dloneter t 1/16'. REFERENCE California Cod{** of LT Regulations. Title IS itlle2S foto Ild11 IIV97 eda�i 'LLIi� INSTALLA N� THIS PERMANENT FOUNDATION SYSTEM IS DESIGNED FOR USE VIEW IUD CODE OR CALIFORNIA HCO COX MANJFACTURCO HOES OR NOIILE HONES ONLY. THIS PERMANENT FOUNDATION SYSTEM IS INTENDED TO SUPPLCMEMT THE STANDARD SUPPORT SYSTEM AS SPECIFIED IN THE HOME kANUFACTURER'S INSTALLATION INSIRUCTIONS. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BECOME A PART OF THE FOUNDAY113N SYSTEM PLANS. IN THE ABSENCE OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLANS AND SPECIFICATIONS SIGNED BY A LICENSED PROFESSIONAL ARCM TECt OR ENGINEER COVERING THE INSTALLATION Or THE PARTICULAR HOE OR PLANS PREPARED BY IHE INSTALLER. USING THE VALE OF CALIFORNIA, DEPARTMENT OF HOUSING AND CONNIMITY DEVELOPMENT'S PUBLICATION 'MOBILE HONE INSTALLATION GUIDE*. (CURRENT EDITION MUST ACCOMPANY THESE PLANS. INSTALLATION INSTRUCTIONS IR PLANS MUST SPECIFICALLY PROVIDE FON THE ACTUAL ROOF SMO( LOAD OF THE LOCAL MCA SPECIAL SUPPORTS AT MARRIAGE LINES, RIDGE REAM SUPPORTS, AND EM7ERIOR WALLS MUST BE INSTALLED IN ACCORDANCE WITH THE HONE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR SPECIAL DRAWINGS AS - MENTIONED ABOVE. ALL CONSTPUCT113N SHALL K IN ACCORDANCE WITH THE UNIFORM BUILDING CODE (1997) AND WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES. FINISH GRADE MUST BE SL13PCD AWAY FROM PERIMETER OF HIDE $0 AS TO PREVENT WATER. FROM SEEPING IN UNDER THE SKIRTINNG, MEASURE THE LENGTHAND WIDTH OF THE MANUFACTURED NONE. MEASURE THE ROOF PITCH OF THE MANUFACTURED NOW AS THE VERTICAL DISTANCE THAT T14E ROOF CLIMBS IN A HORIZONTAL DISTANCE OF 12 INCHES. MEASURE THE WIDTH OF EACH FLOOR. FIND THE MA%RM/I DISTANCE BCTWEEN MAXI -PIERS FROM THE TABLES KLCM MAXIMUM ALONG EACH CHASSIS DEAN-IR NGLCV1X MOWS BASED ON 70 MPH WINDS ROOF PITCH D' MODULES 10' ROPULES IY MOBILES 2 N 16' MODULES 2 i 12 1' -4' typical at( t/G• 71-01 6' -10' 61.6. 3 i 12 7' -0' pier caps 6' -6' 6-4' 6-2- 4 ,12 6•'-D' 6•-S' 6'-1' [�. S—B• 28 29 10 7 - 26 D 7 TYPE 1 11 Y P 4 Iv u t/e' sides (0 4 30 PERSPECTIVE VIEW trP' 4 TYP E 4 16 12 1/0' sides SHOWfNG LUMBER PADS 12 13 - 13 VIEW OF BRACING SYSTEM ASSEMBLY t TYPE 3 3 SHOWING PLYWOOD FOOTING PADS LTERNATE PIER CAP es_ 2 DRAWING NOTES DESIGN LOADS tD PIER CAP TYPE 1, 1/9' Thick . B' log Edrt@d stool bracket r/ 16 2• x 2' x 3/16• ASOO Group B steel tube shlms Lai 3/6• "China bolts. 2 .PIER CAP TYPE 2, C$x6 7, C6x1.2, or C1Dd1.S stool channel, B' O 1 impaction hole 8 RO1F LIVE LOAD SNOW LOAD (MAXIMUM) IMIM 20 PSF 30 PS F trap r/ C23 1/8 iorrotl steal grlpP@r plates each Cor --ted d t l) 3/B' rodline bolt. 8 Ilaxl-Peer tO[aeiOn L DEAD LOAD 10 PSF O PIER CAP TYPE T CSx6, 7, CB.2. er steel P 19 Stnlidards p1a lac*tad as specified In the none WALL DEAD LOAD fLIIDR LIVE LOAD 10 PSF 40 PSF oax11.5 o ' nachl, long earvweted tllrset ly to chases heap d [2) 3/B' rocMro be nandaeturePs Installation instructions DEAD LOAD 10 PSF or (21 12-24 x 1-1/4' self drilling seress. 4 1' tlia. x 6' long A372 Grade 42 the*"" red 0 Chassis is ouV IQQ*r SOIL BEARING PRESSURE VERTICAL CAPACITY OF EACH PIER 1,000 PSF 3,664 LBS Steel chassis bean (type varies) LATERAL CAPACITY OF EACH BRACE 672 LBS S Double hex nut 2 Special Pier or pier grouping located as specified In the NA%IMUM HEIGHT FROM GROUND TO CHASSIS SEISMIC ZONE 33 IN. 4 6 2-t/2 x 2-12' x 3/B' (win) steel plate ■ith * !' d1*rota hole centered /n plot. - hone m4nuf4ctw4r'% inst4llation Instructions. The des, M Rive foods sno 11 b* tons natant rith local 7 3//' di*. set bolt rIth nut aided to tub. �8 3 'Z• Craesnenber 24 -1-)/2' Y l-1/2• x 1//' x l7' La+p (rox.) staelle hrace 11th ertls r*qu lren*nta for ptrnenent structures. 2' 2' x 3/16' A500 Group B stool tub: - r in iMuli 3' 1sP Into @9 drl it to receive attachiient bolts Secure to floor Joist s/ [21 e 3/9' dwneter x 4' long loo baits and secure .to chassis bean d (11 Otube 2-1/2' x 2-1/2' x t/4• AS00 Group 1 steel tJu 3/D' dia vter Machine bolt. (Sot /nstollatlon instructions) l0 t' alis. x 3' loop standard pipe ©S Floor Joist (lotion board not shcon fox• clarity) I1 C-1/2• x 1-1/2' x 1/8' sleet angle ® 4' Gelv6nized gutta spikes ® 2-I/2' side x 3/16' thick steel best plateTypICAI Cartier Pier location for spiked pads Sed Note a26 13 3/0' dio. tag bolt - 3' Icng In IuAber pods, 1-1/2' torp In plysood. D t2I 2x12 x 30' lore pressure treated Hwber pads IB' x 32' x 3/4' pressure treated ptyrood pad [3I 242 it 30' long Pressure treated 1-6.1 pods 15 301 x 32' x 3/4' pressure treated otyrodd ped ® PIER CAP TYPE 4, 1/4' thick It 4' x O' $test Plot@ connected to j chassis b/ [41 I/4' x el4 x t -i/4' self tapping earns Is PERSPECTIVE VIEW SHOWING PLYWOOD PADS STATE APPROVAL MAxpACTIA DMINI ANXisaosse MM.iwnd lY4TW DL1tisAN auAYI• aaaftiDN MDI AN1aaVm @OSlanto maesnRDD sof ae AiiedNAta•••l'aiAWixp@sdMleartAxY oxroanxaa aavuNo. nitoM stoaXornaq AnIACAwsaAn unAxossm4naD a..ra+irr 1 II.rM.reroreoriblr .e��DesrA �teM/ y 14WHrArxry�� 7 BUTTE COUI\jTW1� BUILDING DIVISION, PPRON ff GENERAL NOTES STEEL All steel shall conform to A.S. T.H. specifications for min,nun Yield strength of 36.000 P. s. I.,. unless Rtherelse noted All, steel components to be protected Nth a QQO l~120d. zinc, or epo.y coating applied :11711 ..—a or alter Install.tlan. WELDING VHalnp sh. a. by qualified pasann@t wing E70XX electrodes. DOLTS Dolts aha 11 be A.S T.K grade A307. Dolt holes In steel shall be equal to tro bolt dloneter t 1/16'. REFERENCE California Cod{** of LT Regulations. Title IS itlle2S foto Ild11 IIV97 eda�i 'LLIi� INSTALLA N� THIS PERMANENT FOUNDATION SYSTEM IS DESIGNED FOR USE VIEW IUD CODE OR CALIFORNIA HCO COX MANJFACTURCO HOES OR NOIILE HONES ONLY. THIS PERMANENT FOUNDATION SYSTEM IS INTENDED TO SUPPLCMEMT THE STANDARD SUPPORT SYSTEM AS SPECIFIED IN THE HOME kANUFACTURER'S INSTALLATION INSIRUCTIONS. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BECOME A PART OF THE FOUNDAY113N SYSTEM PLANS. IN THE ABSENCE OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PLANS AND SPECIFICATIONS SIGNED BY A LICENSED PROFESSIONAL ARCM TECt OR ENGINEER COVERING THE INSTALLATION Or THE PARTICULAR HOE OR PLANS PREPARED BY IHE INSTALLER. USING THE VALE OF CALIFORNIA, DEPARTMENT OF HOUSING AND CONNIMITY DEVELOPMENT'S PUBLICATION 'MOBILE HONE INSTALLATION GUIDE*. (CURRENT EDITION MUST ACCOMPANY THESE PLANS. INSTALLATION INSTRUCTIONS IR PLANS MUST SPECIFICALLY PROVIDE FON THE ACTUAL ROOF SMO( LOAD OF THE LOCAL MCA SPECIAL SUPPORTS AT MARRIAGE LINES, RIDGE REAM SUPPORTS, AND EM7ERIOR WALLS MUST BE INSTALLED IN ACCORDANCE WITH THE HONE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR SPECIAL DRAWINGS AS - MENTIONED ABOVE. ALL CONSTPUCT113N SHALL K IN ACCORDANCE WITH THE UNIFORM BUILDING CODE (1997) AND WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES. FINISH GRADE MUST BE SL13PCD AWAY FROM PERIMETER OF HIDE $0 AS TO PREVENT WATER. FROM SEEPING IN UNDER THE SKIRTINNG, MEASURE THE LENGTHAND WIDTH OF THE MANUFACTURED NONE. MEASURE THE ROOF PITCH OF THE MANUFACTURED NOW AS THE VERTICAL DISTANCE THAT T14E ROOF CLIMBS IN A HORIZONTAL DISTANCE OF 12 INCHES. MEASURE THE WIDTH OF EACH FLOOR. FIND THE MA%RM/I DISTANCE BCTWEEN MAXI -PIERS FROM THE TABLES KLCM MAXIMUM ALONG EACH CHASSIS DEAN-IR NGLCV1X MOWS BASED ON 70 MPH WINDS ROOF PITCH D' MODULES 10' ROPULES IY MOBILES 14' VOWS 16' MODULES 2 i 12 1' -4' 71-81 71-01 6' -10' 61.6. 3 i 12 7' -0' 6' -9' 6' -6' 6-4' 6-2- 4 ,12 6•'-D' 6•-S' 6'-1' 5-11• S—B• MAXIMUM DISTANCE IETWEENMAXI-PIERS ALONG EACH CHASSIS BEAN - DOUILEWIOE OR TRIPLEVIDE HIES BASED ON 70 MPH WINDS ROOF PITCH B' MODULES 10' MODULES 12' MODULES 14' NOA1•ES 16' MODULES 2 r 12 14 -g' 14' -4' 14' -0' 13' -B• 13' -4- 3 12 14'-0' 13' -6' 13' -1' 12' -B• 12'-4* 4 , 12 13'-5' 1l' -10' '2-3. 111-10, 111-4. MAXIMUM DISTANCE BETWEEN MAXI -PIERS ALONG EACH CHASSIS SEAM - SINGLEVIK HOTS RASED ON 60 MPH WINDS ROOF PITCH /• MONIS 10' MORAL& IY IOIULES 14' NOODLES 16' MODULES 2 .12 S' -7' S' -6' Y -4' 51-31 S' -2• 3 i 12 1-4- 3-21 S' -0- 4-10' 4• -9- 4 , 12 31-1. 4' - 11' 4, -B' 4' -6' 41-4' MAXIMUM DISTANCE BETWEEN MAXI -PIERS ALONG EACH CHASSIS REAM - DOUILEWIX OR TRIPLEWIDE HOMES BASED ON so MPH WINDS ROOF PITCH D' NODULES 17 KPILLES 12' K10ULE2 14' 010 IS 16' MODULES 2 i 12 1 V -3' I V -0' 10' -9 ' 10 ' -6' l0' -3' 3 r 12 10' -9' 10'-S' 10' -1' 9-9- 9' -S' 4 i 12 1 O' -3' 51-10, 91-51 91-11 9-9' SPACE THE MAXI -PIERS AS EVENLY AS POSSIBLE ALONG EACH CHASSIS BEAN IF THE HOME'S CHASSIS IS EQUIPPED WITH OUTRIGGERS OR 'Z' CROSSMEMBEAS, TRY TO LOCATE EACH MAXI -PIER WITHIN 6 INCHES OF THE NEAREST BUTRIGGER OR CROSSMEMKR. IF THERE ARE NO OUTRIGGERS OR CROSSMEMDERS. OA IF IT IS NOT POSSIBLE TO LOCATE A MAXI -PIER WITHIN 6 INCHES Of AN OUTRIGGER O2 CR13SSMEMBM INSTALL WEB BRACE STRUTS PER DETAIL, INSTALL NORMAL PIERS BETWEEN THE MAXI PIERS AT THE SPACING SPECIFIED IN THE NONE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE APPROPRIATE SNOW LOAD EACH MAXI -PIER CAN REPLACE ONE HOP MAL PIER OF UP TO 4.310 LAI CAPACITY. OBTAIN MAXI -PIER COMPONENTS WHICH ARE APPROPRIATE FOR THE INSTALLATION DETERMINE THE PIER /ASE HEIGHT WHICH WILL BE BEST FOR EACH PIER LOCATION AND INSURE THAT THE HEIGHT TO THE BOTT13M OF THE CHASSIS BEAM IS NO GREATER AT ANY LOCATION THAN THE MAXIMUM PIER HEIGHT SHOWN ON THE DRAWINGS. INSURE THAT THE PIER CAPS ARE APPROPRIATE FOR THE TYPE OF CHASSIS BEAK 'PREPAREA LEVEL SURFACE AT THE LOCATION OF EACH PIER USE COARSE SAND OR GRAVEL IF NECESSARY TO PREPARE THE SURFACE. ASSEMBLE THE LUMBER PADS BY NAILING TOGETHER V/ (12) 10d GALV. BOX NAILS SPACED AS EQUALLY AS POSSIBLE (2 NAILS EA. PAD TO PAD OVERLAP), PLYWOOD PADS ARE TO BE PRE -ASSEMBLED DY THE .MANUFACTURER. - ASSEMBLETHE MAXI -PIER ON THE PAD. INSTALL FACTORY -SUPPLIED SHIMS IN THE STEM SO AS TO INSURE THAT THE THREADED ROD WILL NOT NEEDTO EXIEND MOPE THAN 2 INCHES ABOVE THE TOP OF THE UPPER LOCKNUT. CAREFULLY ALIGN THE PIER ON THE PAD UNDER THE CHASSIS BEAM. DRILL PILOT HOLES IN THE PAD T89OLIGH THE PRE -PUNCHED HOLES IN THE MAXI -PIER RASE PLATE USING A S/16 INCH DRILL DIT.1 INSTALL THE PIER CAP CLAMPS AND TIGHTENS THE TWO SET SCREWS IN THE PIER STEM. INSTALL (1) B INCH GALVANIZED GUTTER SPIKE THROUGH EACH CORNER O' THE NOTION PLYWOOD PAD OR Ell B INCH GALVANIZED GUTTER SPIKE AT EACH END OF EACH BOTTOM LUMBER PAD. USE SPIKES AT THE FOUR CORNER PIER LOCATIONS ONLY. (ALTERNATE, DIARY BOTTOM PAD LAYER IN SOIL) REPEAT THIS INSTALLATION PROCEDURE FOR EACH MAXI -PIER. de V. 0) ftiM`1vv TO 1-tW /^ N(D v (\ U U �1M 0) C 0 7t Of O tJ) V LL ++u tide 5Q 0 d Go w�R1 I.J.. Lit �Ir U C) m C vM U in g A In N 00 u CLCD 1(? I LL W Z 11 v cr LJ Z ... o LJL w a L.� E o G] z F 6 x X, w M 0 i QWL a M0 O S N I L J O ul J _ od W MO z O W kICVA'T t-.( � -Z 4A � z � nJ T to \ N S W LA w � ur � E N - _ Z N M 0 e J J � J /3 q 9 0' Pik>7A cr-�t,t' I Sj i1t" . 5,1iG. `1111FntS RAI PtAn( I �,�, aL A% - L ►ht%d_ —7 c% %-f 1�T-n'u /!_ i S j %cqc .rn'r too` EXIS'fil�t�� WZLL ������. ���r Zoe i N i L. A- 1..col f I � J 330' L E VAT o V -i tZ O' A 55 E 5 5 0 c� ' S k->\ u c3 �. �� t. L -t � - -3 01- i v, --� �� P ova-` 5 cA l r_ 4�5.2o6?1 BUTTE COUNTY BU9L DING DIVISIo,, APPROVED /P/,0 30f