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HomeMy WebLinkAboutB17-1806 000-000-000DATE#: ---- PRO#. 2033-2034 12" EAVES SERIAL#: 2G70 -0305-G 9'-4" 8' 9'-8" 12' REVISION#: - ROOF LOAD: 20# F WALLS: 2x6 4609 2427 46x48 4609 10'-8" 4'-4" - '" PANTRY pyQr --� ® I W/H x ff OVAL TUB LINO I I I 1 n 7:2 ODRYER/WASHER C i � --T-- IFURNI � I ---- I cc 'S 0 o 1 ROD J r,� wr 1 O I z y I 1 I z < LINEN 1 I ® I n � LINO C> " N CATHEDRAL THRU-OUT / \ �2, Aw INSTALL All \\ LINO LINO % \V S 4608. S S 2-4608 S 36x8 S 4608 S 125 P DMI0 3:12 SKYVIEW DORMER 15'-4" 20'-8" 5'-5" 10'-7" COTTAGE EXTERIOR -12". EAVES PERMIT # V,721 -7 - U o 5� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE c N l Liml DRAWN Bl: J r!g IS/ DATR1/27/14 �pj�gp SJW 54'/ 52' CG CHICO-2014 LOT MODEL I 28-13251 JP30-CT ��19p /� 31VO 80=1 COM31A38 305—G S30IA83S 1N3WdOl3A3(l AiNf10o ame \.Y - � I I I � 0 firL I I I M Qfl _ I ---- xl- I I I I + I 1 24'-10" 1840#70/ , i —15'-4" I 20'-8" I 5'-4" 10'-8"� CENTERLINE SUPPORT REQUIREMENTS 11121- 15 1344 345 15L3 571 V 1251 X 355 159L, w THIS SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR 131 500 elz a 20 ROOF ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS. 143 193 531 535 BOX LENGTH DESCRIPTION 171 536 54'-0"/52'-0' 54/5228-3CK-20-CATH 181 538 REF. N0. 28-16059 OWN LINE is/DRAWN ex ZD"pF DATE 01%11/1 O 10/ ROOF SHEET OF DRAWING NUMBER s S J230-35 DEPARTMENT`OF BUILDING AND SAFETY . TYPICAL UNCOVERED LANDING DETAIL: Minimum size: 3'x3'/Maximum size: 4'x4'. A covered landing requires a permit. An uncovered landing larger than 4'x4' and more than 30 inches above grade requires a permit More than 4 risers: handrail required 34" to 38" off nose of 3 Vz " tread . 42" ntin , 6 inch max. • 2x decldng t Rise/run camiot vary more than 3/8?"Erom 4 x 4 with landing to grade a PC44 or eoual 7 3/4" max. rise D.F.#2-8"min to grade 3/8" x 4" F lag screw pressure treated if less 10"min run than 8"'to grade 2x 12 —� pressure treated Grade 4--PB 44 orequal �late . 12" square by 12" deep footings concrete footing (maybe level with grade) min. 1x4 cross bracing required-2 directions: see below 1 PERMT # l O Permanent foundation mobile home landings require footings as �elgglmw DEVELOP MENTSERVICES REVIEWED FOR 2 x decking C® ®� P C E Acceptable handrail slia s Must extend from t� t OU ea- 2 k-F----- 2x6 I t I I I Y4 to 2" cross brace pressure treated not acceptable 2x6 other shapes may be acceptable Soft Set mobile home landings do not require footings, must use pressure treated wood or redwood within 6" of grade as detailed above. NOTE: MOBILE HOME ON PERMANENT FOUNDATION Landings are required at all exits and at bottom of stairs ( width of exits X 36" in length) ' NOTE: 7 3/4" maximum step down to landing provided door does not swing out over landing TIE DOWN ENGINEER/NG, Inc. P�°Ff�'4 ABS Footing Pad #59303.24 "x24' �` �, F Cf 30123 Cha�rsts SWUK 24,0W 050 own NOW 0,25 R. i * EiiP I. f - ► ' / r l 0.37 I1 / _ . G' : NI 0IN Ms.,' -,(' / 1.448 011106D R. (lyp,) 0 40 ?� eo 0.20 a,tols 01210etall Enlarged 0.10 44 0.045R. ft.) Sndlgtl -A 0.25 0,953 12. 3. 18 3, 13 General Notes 1) 576 square Inches = 4 square feet. 2) Flat side down. 3) Can be used with Steel Piers Or Concrete Blocks. 4) Installer Responsible for determining Bearing loads and capacities 5) RADCO usting #1345 Molded In Pad Base. &"I pier 2Mt24 AN Phd Attach pier to A136 Pad ueing (4) #14 x O' SMS Screw& Check local 16equirementa fbr proper pier top, • 24" x 24" The dimensions she are for injection mold Process, Actuimeasured thicknesses after curing: Outer Flange = Oa124" to 0.107' (top) Bottom (base)W 0;103" Ribs (at base) = 0j182" to 0.118" (top) Maximum Pier �oada Per Sq. Ft. Pad Area 1000 1500 2000 (Sq -ft.) P0611 ! psi soil psf. soil 4 4000 i 6000 8000 M0F3iL1;K(' r A AC rSSO RY 9'f11jYs.)CTU.RT? TiIIII; DIN(i COMPONENT Idt;:AU 11 AMU SAh4;TY Cp . DIVISION 13, PART 2 APkRf VRD Approval dorsum tahbOTIxa• nr u have Aft omlrsion m devistion from rtquiraments of upplicab{t Stato ln%vs and reguletione, STATE OE CMj1.;QRNIA I)EFARTMTTITOTMTlkV�-,,tirnNl CQE 4h4UNI'rYnRVELOPMIM 1 ' SSJI�UN iN;••r:cjtlb, •hMU 51�ANDARDS By ' `...... b�___.Date I (si�nswr/c) cj' A :- This Approve) Expires PERMIT#^ C L A J0 --.— BUTTE COUNTY DEVELOPMENT SERVICES - REVIEWED FOR T �T 'aoxd CODE OMPLIANICE DATE 11SY KV £9:90 LTH'T£'IEW I ��tream�i 2 ne- t - ' i 1. MANUFACTURED HOME BY OTHERS 11 2. 8d H.D. GALV. @ 6" O.C. EDGE 3. 16d @ 12" O.C. 4. 2 X 4 TOP PLATE 5. 5/16" HARDIPANEL SIDING WITH 8d HOT DIPPED GALV. NAILS @ 6" O.C. EDGE 12" O.C. FIELD. INSTALL PER MFG. 6. 8d H. D. GALV @ 6-6.C. EDGE 7. 2 X 6 P.T. SILL AND RUNNER 8. UNDISTURBED SOIL' 9. 2 X 4 PONY WALL WITH P.T. STUDS @ 16" O.C. NOTCH AT BASE AS SHOWN NOTE: THIS DETAIL IS DESIGNED TO SUPPORT A MAXIMUM VERTICAL LOAD OF 500 LBS. PER FOOT. PERMIT# f-4?t -7 - i (Z0 b __ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLI CE DAT BY Lu m OWYFdWT 2M2 STREM UNE ENG IG ALL RIGHTS RESERVED. NO PARTS MAY BE E FOVOOMM w11N W 1K WTTM POUSS ON OF S7MORM E7M/EE MG SKIRTING DETAIL MASTER PREPARED FOR USE�qrF�% `�Fo�`'�P BY .JIM FIELDS CONSTRUCTION ONLY JOB NO.: 1481 5035 CIRCLE LANE DATE: 2/28/12 CHECKED BY: JMR PARADISE, CA PAGE: 1 OF 1 60 Independence Circle, Ste. 201 Chico, CA 95973 Ph: (530) 892-1100 'Fax: 892-1115 �iL'Ic-1 LOFX 9 �J 4 5 Z 6 7 8 � ne- t - ' i 1. MANUFACTURED HOME BY OTHERS 11 2. 8d H.D. GALV. @ 6" O.C. EDGE 3. 16d @ 12" O.C. 4. 2 X 4 TOP PLATE 5. 5/16" HARDIPANEL SIDING WITH 8d HOT DIPPED GALV. NAILS @ 6" O.C. EDGE 12" O.C. FIELD. INSTALL PER MFG. 6. 8d H. D. GALV @ 6-6.C. EDGE 7. 2 X 6 P.T. SILL AND RUNNER 8. UNDISTURBED SOIL' 9. 2 X 4 PONY WALL WITH P.T. STUDS @ 16" O.C. NOTCH AT BASE AS SHOWN NOTE: THIS DETAIL IS DESIGNED TO SUPPORT A MAXIMUM VERTICAL LOAD OF 500 LBS. PER FOOT. PERMIT# f-4?t -7 - i (Z0 b __ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLI CE DAT BY Lu m OWYFdWT 2M2 STREM UNE ENG IG ALL RIGHTS RESERVED. NO PARTS MAY BE E FOVOOMM w11N W 1K WTTM POUSS ON OF S7MORM E7M/EE MG SKIRTING DETAIL MASTER PREPARED FOR USE�qrF�% `�Fo�`'�P BY .JIM FIELDS CONSTRUCTION ONLY JOB NO.: 1481 5035 CIRCLE LANE DATE: 2/28/12 CHECKED BY: JMR PARADISE, CA PAGE: 1 OF 1 60 Independence Circle, Ste. 201 Chico, CA 95973 Ph: (530) 892-1100 'Fax: 892-1115 �iL'Ic-1 LOFX BUTTE FORM No Butte County Department of Development Services COUNTY PERMIT CENTER DBP -3 7 County. Center Drive f Orovil le, CA 95965 AUG 14 2417 Main Phone 530.538.7601 fax 530.538.7785 DEVELOPMENT w%vw.but1eC0L111tV.net/dds SERVICES SITE PLAN Assessor's Parcel Number: o ® a -.W.0 o _.M -0 ©. Permit #: 517-- P806 . .. . . . . . . . . .._..... _....... ........ ......... .._.__._._-._..___......._....._._......._..............__._.._._.._...._....._._.._.. _ - -.._._.._....__...._._.._....__...._._.__...._.....-._.. - ................ - ................ - - -_.._....__...-.._.._._-._._..._._......._.......- - - -..._.._.._._.._...._......._.._.. - .. _ _.. ir1 ..__. ` 1y1��d �cfri,�s� ll��e C�i�-S%wc�•� � - ;_....... .._.s �� gee � �s i T, �e co,�-SI'�-vcii �� , - - - . • ... � - pyo • • New .i: PERMIT #BUTTE COUNTY DEVELOPMENT SERVICES 7 , REVIEWED F®R - • 5 _ C® E C011/IPLI CE, _ ... DATE I( -1 By 0 -................._..�.........._...U.... _. ........... !f._ `Owner Name:- a Scope of Work: i es2,* 61'7 A,� Vii" �.r%o%.:�•� Site Location: 2:3 C7 S� -5 'K11 V117 zze Contact name:.�'i� J i�/�S Phone: S O S7� ��3%S •. Flood Zone: Scale I- ' - - 11i VFiD•M:N� $i4Y1CF5 � ' Revised 7.20.2015 Page 1 of Ft� CD X 0 12foundation. System Installation instruction's foi California for Ground & Concrete Systems California. Residential Code. (CRC -)2011. Whid .85 rnph, :Exposure C; Seismic'Design. , Category, C: & D - BY Tie Down Engineering - BUTTE COUNTY AUG 14 2017 31:Eft . . .... ..... .. DEVELOPMENT SERVICES 8)7-)906 IMIT# W GrdUnd'System BUTTE COUNTY DEVELOPMENT SERVICES AW[W-W-D FOR CO E COMPLYANCE TE- BY b�, whd,er Approval ��� cotes; 6CTIMIEP! U TION SYSTE%j C E� ob SECTIOli1831i j: APPROVED. :APMQVAL,.DOES.'.NOT.AUTFIoRizE.OP—AMPVF ANY 9,OR Q-1,R5Q0UtEMENTS'0F ...... . APPLICABLESTATH LAWS.ANIM 'Dtpuwtmu,cfHo r.6nr&hdCaafmuWtyDaval#pmczt i. O F LA21jrb AND STAND 71i4- ��� cotes; W X i2 Foundation System Installation Instructions for California for GroundA Concrete Systems CRC -2013, 85 mph* Wind Exposure- C; Seismic: Category C & By TlfeDown. Engineering rol REQUIREMENTS: • These plans and specifications meet the requirements of , Title 25 Section 1333 and. Wind 6 Seismic Re4uirements, CRC 2013. 4 • The A2 System, with either a concrete footer or the steel pan, is installed at or in place of one of the piers required'by by the home -manufacturer's *Set Up instructions. The systems must be. placed as evenly as possible; when 4 systems are needed they are to be installed on either the firstorsecond. pier in from each end:of the..home and when a 3rd or 5th system is needed it should go approximatelyat the mid.�.point of. the home.'Com onents of the k system such as the T longitudinal shift and connecting hardware, May extend beyondthe pier location. Maximum vertical - projection at$idewAlfis 9'. Higher walls may be used, when the de si- loads gn are. -adjusted accordi ngly. • Main rail spacing must.be 75.5".- 99.5" *&cept :95"-99.5"fofsingle section. • The lateral and longitudinal -components of the.)02. System replace standard -fraine ties. Additional Vertical anchor ties that are unique to a hom.es.-design maybe required OyAhe home manufacturer. These locations may include -shear Walls, marriage 'line jidg6bearn support, posts,:..and. rimplates, Check mantdacWreis set up requirements. • Maximum pier height is-48%'Extept 36" maximum for single sections. • Steef piers must be fastened to the I-beam With clamps provided with steel pier, • Designed for up to 7:12 rodslope. * Except 20 degreesmax (4.37:12 pitch) for singlesection. • Flood Zone: AAEorAH Zone floodplain (riverine. or'inland. flood area); Max flood velocity -1 fps:: No waves, Bottom of home main beam is at or above BFE;_bottom ofmainteam max $6" above natural grade.. Not suitable for -V .2ones, coastal A zones or floodWays. Install Tie Down Engineering anchors per table (on page S) lo. resist -flotation. • Designed -to provide resistance to seismic Category C&D Earthquake -Loads. Additional Re .qu e*for Cora*Systerns • Poured concrete must be 2,500 PSI minimum at. 28 days. p, • Square concrete pads minimum is 18" wide by 12" deep. Round :concr.e.tepa ds minimum is 1 B" wide by 14" deep: Strip footings minimum is 18" wide by 14' long by 6" deep. Full slab minimum, is 4". )G2 zomponepts exceed HUD code 3280.306g requirements stating "Anchoring equipmentexposed to weatheringshall have a resistance: -.to. weather deterioration atleast -equivalent to that.provided by. a coating of zinconsteel of not less than 0.30 ounces 00 square foot of sutft:6 coating...." Page 2 of 8 T. 2. 3. 4. 5. Q.. 7. 8. 9. 10. "2 Installation on Of -Ground: Systems Identify the 'number of sytt6ft' ' to be used on the. home using -the chart provided. Identify the location where the: systems Wil[be installed... Clear -.all,: organic -.matter and debris.from the 'pad site, Place U -bob -through holes'in:pan provided. Place pad centered under.bearn With the lateral - strut bracket towards the -inside of the home. Press or drive- pan- iht6:qrqund:ip'6h,I`IqveI and flush with prepared surface. Build pier ad(mrdingjo State. .Loca.l or -Home MIanuketurers guidelines.(Figure i) Affkh the end dfthe:srhallertube to the inside of .' U= bolt using -U'bott & nuts::pnivided Attach the flag 'end of the larger tube to the opposite.. I-beam using the Oj" bolt over the top of the - I-beam with the; nut& Washer. provided. (Figure g) Install.a minimum of f6tjr.(#12 x 1".WstreWt)getf-tapping -screws into :the aholes provided in the lateral. smut so tlud.the two'Wbes,are connected)Dgether. (Figure '1) Lateral `5ruts . CI Tek.5crews V -061f.& mounting BracketFieure-1 WAN Nuv&-W.4shee Strut (flag end) Ul Figure 2 11. Install -frame bracket, clamps to I' -beam: on in side .of bIddK1Oier.-'Do not tighten routs -at'.. this time. 12. 'Athith I6i1OftUdinaVsbiitjo 1.14bolt.in pan using nuts .-Pro(vided. 13. Insert strait:n the frame. bracket'. plarnw! attach with 1 nut and b6IL Do. not tighten at this time 14. Pull-Abdframe bracket clamp with the, fastened strut outward to remove. any slack. 15. Tighten. all: nuts-And'bolts'an the strM and beam clamps. , :n--- - - - W.Gro! and Parts- DoWil W -Ground Lateral S iystem ' Part Number 59306 Includes: TSM pad Z hardware kit (459329-1 includes all nuts and bolts). Longftdinaf Hardware Kit Part -Num ' ber 59331 Includes:2 I-beam brackets A 2 U=bd.lts with all nuts and bob. Lateral -and UngRailinal COmb.mation Part NU:'hlb*gr 59333 Includes: F -Strut, Pad, Longitudinal. Strut (#59329), Lateral and longitudinal Hardware Kft,wfth. all, ritits and bolts: n Strift for LoP91tUd1haUSy*ms Part Strut Pier, Height. . 91 No. Length Up To: 59330414- 44" 4 Blocks dr:32" 59330=65 65' .6 Blocks ot-48!' For Op011e f6eam, Aftachniedt fto: 59352Double . . .:13eamtonoitudinallradket 29329- .3 Double : Beam lateial-A :1 round:kit For Cor OR Beams use! 59618 C Beam :Bracket kit U a " 2119 ,GroYnd. LM701tudiital. Handwam Kit AtA.q.gs.gii Lateral & Longitudinal gitudki,41 '0 #59333 C-i3eam Bracket.Kit #59616 o 7.0itudinal Strut #59330-44 #59MO-65 4001 P. 4"0 W'Stabiliza 6:n .P.iet Placement fOr.Groundor W Pier Placement Extra Pier'PIA c*mefit L Single Section Home 0 -R. 9 .(76 Box) 4 YU Systems 4th 4th Double Sbcfiowflothd 0 =62` 1 -M2 -Systeme 63! -,801 4:-)(i2 Systems *2)1jZsyst6ffis:.Can be Olaced:at Oither end of he home.. Triple Section H ozme 0 -62' 4.).U2 Systems W Systems i Diagrams represent 6xam0ldsof double and tdple.tetfion offsets. Total -size is detomined by the lerfgth of unit plus offset The number otsystems needed would .fie based on Home Size Charts: on. the bottom of �pa e: 4.. . g Offset-. Placement Installation of mg zoncrete:Syste 1. Idea* the * number of sWgilfis to be :used on the home usin the.chartded'" g;- chart,-provided. 2. IdOnft the. location' whete-AM systems will be installed. 3. Build pier . . .. according to State, Local or Home. Manufacturers guidelines,. 46 Dh1I twa3/8lljc 3" .deep holes in..the concrete oti-qg holes. in. galVanized bracketas-a guide. Attacilibracket.16 concrete Oadusi . q: . 318"x 3-1/2A.'i4'Odge'aiichors-.Pmvid'ed: Plac'e..nut & washer On -anchor, legvo� . enough . tdbm fbe 1* to 2throads:showing. on top ot bott. Using a hammer, tap the wedge b0binto hole through bracket, WaVifig htk..& Wa§W-flush with, bracket. Using a. 9116" socketh wrenc , tighten Wedge/anchor bolt securing bracket to the concrete. S. Attach 'ftend:0.1hesmaertube to:the bracket. mounted -on -the pad, -using the grade:5, 1&-.x *2-1/2P boWnut provided. 6. Aftach th e.'flA4:6nd1 of the larger tube -to: the opposite I-beam: usifig-the. 97'.bolIt -over:thetDpof ofthe HxM with the. nut &wash ..er p.mvid A (Rdut7e I, pot page) 7. InstaHA miniMiJm.of.fbut(#j2-x ill tek sauwt) Self -tapping S=ws into the -holes .provided in thelateral start so that the''twotubes are connected -togoer 8. Install frame bracket clamp.9.6ri'l--boam. on the. inside df'block/pi6r. 9. lhsert:strdt in"'ffam6 bracket cIAOnp. and:attach;with.nutA bolt. Attach . ' to concrete .,bracket Itaph opposite end 10. Pull the frame .brAck6t clgmp:with fastened strut outward to remove any slack. 1-1. Tightenall nuts and bolts on system. RaflpA-ni-.q M2 Concrete- Parts - WWI Part.#59307 Includes:: W Strut..Bracket, A Hatdware Kit -#59315-1 with all nuts and bolt. Longitudinal Shuts for Condrete Systems" Part No. Length Pi6t Wight, #59013 UP uptokfflddks #59015 65a upto:6'Blocks Longitudinal. Hardware 10t -Part #5,9263 InclWes - 2 S'eb per kitl-beambrac*et; nuts, bolts and washers Lawra . t -and Longitudinal ! r;ontbination Part #59.332 Includes:.5"Stnit, Longitudinaf.:Strut (i59364), Lateral and Long' jinal.'Mardware WM­all .nuts and b6ftsi For biouifild-] beath'Attachtfitht use: 59352 Doubl&Beain tbin'iWdi n''Al'.13t6diket 9. -59329-4. Do6ble:.gearn..Lateral.concrete Idt Nut &::ftsher Beam aamp .Bracket Figure :t I M2 InstAllm.fth: Plac.emind ,Beam Strut )G2 Concrete 5yetem; x. INV! o Cbi7Cr.e.te-LOhOfpudinaI M3ndwar'ekit 4 FEMA flood 2ofift Aj AE-.& AH Anchor Placemefitto* be thesame on:single or multiple sections.: Ons., Evenly pacdMixith the end of unit. between ).'62 Piacemetits. Wheau.sing cortcrete.ancho - rs in Cieu.of ground auger anchors,, the:Mass of 'Concrete Per Anchor from chW wodid.be: 21A Cu.. Ft (EXample 31 x:33x,-2.5=216"W..FL.*2�&ia..x3.5,—. 9 . � 22!'C.u. Ft.) To Reduce the. Mass Of Cdficidejncrease the number of tie downs proportionally. To Reduce concrete to -11 -cu. 1 (Example: 125'x 2.25"k-2-25!=11 -.4 Cu. Ft) -double the required number. oftiei downs. .Concmte Anchors Concrete must be 2500 2500 PSI minimum -slab with' V! minimum thicknes& and must allow 4725- lb's. ofivertical t'ension on anchor without Vf9.-in hhum4stance from thezichor shaft to ofie.6d 96:0f the slab is. 47 ftm.one edgeand Vftomany other "edge: MU2.a!nchorIs designed to be installed into the concrete aftfietime -it.is eing poured, -Slab .must be an niihimurij th , idditts aflocatibn under anchor to allow 5"-embedimOM-6f aj,! rod: anchor.. MCS2. anch m 6r:is designed to be: installed ih'qrY--c0.MTLft Dhil.al5/8A-it.3D hole in-the:siab Plamexparision:boft.'m hole; washer and . n plate nut.over bolt it!" uftfil-m Unrexpansio* .... ..:and n axm nlis:achieved: .Rernovemut and *asherafid-plate.anchor head over ex . Posed'bott.and .washer and nut backOhithreaded bolt and tighten.na Place Ground Anchors; All Frame grounid.anchors.must be e. thmugh .th%sofl.- 1-Position'an6horata:Sli' : . ght back.angle:86 that -when Fully.. ifittaff.0cL.afichor wilibe insideiskt%fmgwall. 2-forverficallor-stabilized (Deepsel) an anchor intDthe 000s fully drive ground:Horizontal a plate ftam...Tiiq)ors install 2/3.of way -in groufid.afid install -stabilizer plateVerfically WM4374".Of the shaft; ' .0 ldl:tb: home. an - 3: Driveanchiir 11Y n Wait: "d'atlabh' fu 111[b) ground until headrests 6 :Strap. Pretension 0 - 11 anchor hitly overtop 4 to Pu gaifist,plate With,head Ii g p - Frame -Tie With Ducide 1..Install.s by pushing the end 4ftedO.M6 inside ofThe frame "1" ffoor zoosffion the.`u !4'dd'eatthe upper end Of the or beam ftarhe� Wrap:th*, . ; .. . ­ ... ... o:end of the .'stmplrbundthq "J" beam; Thread'thd.:qhd of. theAhrough:thg p -Mot in the, buckle as shown: Push* the - end of.the in beiween - r beam e and goor. 3. Puil.11" .e ap,making -cerlaitt.thp buckle -stays it). OQsitidh. Thread loose eno-.of,st*through the:s.lott6d'tensi6hingbbtt.4ftac hedAb the tension. head of.4ft!Ot--Tightenitlbtted.bdlt.'a-' - of untilall-slack minimum turns in strap,it:' 1. Page 7off KI Flotation: Angors Total 9!nqI.6'.SectloU Anchors Per Side 12'X4(Y--16'xM' r 2 Mumpl[O'Section 'i(i i'40! -20'4 64. 2 24'.x40' -24'x56' 2 Oirtr 56' 28'x 48, 2 28'x49' -28x72'. -OVer:72? 2 :39' x.S&. - x 64' 2 Over Mi IMJ2 "J" Anchor StAbilker% Plate. Deepset Anchor 0107.5- 0A.31161 Soil Classification Chart Sol Soil Description ReemmendO An-chom and. stabir, zers 1 claw Model # SU# Description 4 2 Sedimentary -and Foliated Rock M12255/8 59090 30" X -5/8'.' rod / 2 - 4' helix M12233/4 '69065 30" X 3/4- rod / 2 - 4" helix 59292- Stabilizer Plate 1 3 Sandy Gravel.and/or Gravie'l M12H5/8. 59080 48" x'5/8" rod/ 1 - 6" helix (GW and GP) MI2H3/4. 59085 Agn' x3/4" rod / 1 - 6",hdlix 2 Deepset 5... 30".,x.314n..rod / 2 - 4" helix with stabilizer cap 5M2 Stabilizer Plate Beam-Ciamp-Base 4 Sand, Silty Sand, Ciayed -Sar;d, M.12 1 '59080 48n x 5/8" rod / 1- 6" Beam- Clamp top Flange helix Silty Gravel M12H314 59085 48u -x 3/4" rod / 1 helix Do , apset 59092 M148 36".x 3i*! rod / .1 - *'1. 1. - 6 hel*o(.Wfth' ilizer cap .59086 48" x 3X' -rod / 2 4�, helix - M142 59-128. 42".X-1/4- rod./ 2 . h . At 59292. Stabilizer Plate 4 10519 Hex k'tft 1/2" w/ Serr flange Higher class anchors can be used in -lower -Class soils. Example; Class 4 anchors can used in Class.3.soils.: The required flotation anchoftshown'In thetableare in.a.ddition to any other anchors or hold down devices required by the manufacturer See:requirements. buflet 5, page 2 of 8. 1 59272-1 Xi2 Hatdware Bmakdom 2 59272-2 #59325-1 111[anhuare-for 59366. Lateril'System 1 845= U-Bolt.1/243x 263 'x':W:thread '1-3/4..zinc 4 10556 Tek Strew 1#12 x 1". 1 106312 J : W 1/2 i ' x 5-1/2 drade.5,An.d - 2 -10640 push:Nut 1/2' 1 12107 Flat Washer 1)(2n:SS 1 10646Y Hex Nut. 1/2-1.3 grade 5:'Anc 2 10519 Hex Nut 112" w/-Se.rr.fianqq #59331 L"gitu.'ffin;d ftrdoiaft* for 59306 2 59272=1 Beam-Ciamp-Base 4 59272-2 Beam- Clamp top Flange 8 10926 Carriage Bolt 1/2-12-y1 414. Nil Thread 10 10646Y Hex " 1/2-13. grade S. -zinc - 2 1,08()1 Carnage Boat 1%2-12-x 2-1/2 Grade 5 2 845332 3Z U-BoltA/27431 213 i:2.'j9-tfj 1_3/4�.zinc 4 10640 Push Nut 1/2 4 10519 Hex k'tft 1/2" w/ Serr flange 45=9 Hardwarefor 59333 Lateral awl Longiftffinal Combination 1 59329-1 Hardware rit 1 59272-1 Beam Clamp Base. 2 59272-2 Beam- Clamp Top Flange 4 10926 Carriage x 1-1%4 tuffthread .ge 5 10646Y . . Hex -Nut:1/2;-,1 3 -Grade 5 zine 1 10801 Carriage. Bolt 1/2-12 x 2-1/2. Grade 5 zinc 1 845332 ul'-6olt 1/2-13 X-2'.63 xZ19-Thread 1-3/4 zinc 2 10640 Push Nut 1/2 10519 Hex Net 1/2"'w/Setr Range #593.154 Harftaire for Lateral. System 1 '106312 i 661t, 1/2-x 5.412 - Grade .5 zinc 1 121,07 Flat Washer !&2 SS 4 IM Tek.Sdrew #12x j?, 2 I0646 Hex Nut 1 r&-13'..Grade 5 -zinc 1 - 16826 Carnage Boft 1/2=i. 1 . 2:x3 . . Grade5 zinc #59027 Hardwam rd. foe 59307, Lateral System3,,,y 2 '59264 Concreiga.ftckdi 4 10530 . Wedge.Anchor 3/0 x 3.50 1 59315-1 Hardware. IQ' 459263 Lofiglhiifing Hardware1or 59307 2 59272-1 Beam cjamp.Base 4 59Z72-2 Beam Clamp Top Range 8 10926 Caffiage' Bolt 1/21.3: x 1-1/4 FUll Thread -zinc 12 10646Y Hex NU112-43-Grade 5 zinc i 4 10801 - CarriageZolt 1/2-13 x.2-1/2 Grade 6 zine 459364 Hardwarefor 593321ateral.and Longi combWatijui 1 592fi4 3Vaytoncrete Bracket 2 10530 Weft Anchor 3/8'-k IZO 1 .59315-1 Lateral Hardware-rit 1 -892721 Beam.. Clamp Base" 2 .59272-2 Ream Clamp Top Flange 4 10926 Carriage Bolt 11211x-1-114 Full Thread zinc 2 lffidi Carriage.Bolt-1/243 i2-'11ZGrade Ant' 6 10646Y Hex Nut 1/2-13 Grade 5'zint Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: Home A. P. - J2 -0/6 FORM NO DBP -52 Manufacturer: _SA�4;1, iwe Manufacture Year: O/ Model Number / Name: J -?- 36 Width: - j 7 (ft.) Length: _S'y (ft.) FOOTINGS: Wood - press -are treated or foundation grade ❑ other: ❑ /95'55 SUPPORTS: Concrete block 0 other: ❑ Provide manufacturer's i.istallation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. BUTTE COUNTY AUG 14,2017 DEVELOPMENT SERVICES a7-10 Pier Footing Sizes and Locations SINGLE WIDE MULTI -WIDE Line1 ��-------------------------------------------------------------- Line 1 Line 2 Section 1 Line 2 Line1 �------------------------------------------------------------- A-- Line 3 ..------------------------------------------------------------ Section 2 Line 2 -------------------------------------------------------------- Line 4 (triple wide only) Section 3 Line 2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: ends maximum: Line 3 Roof Loads: Minimum size p ers: Location (from) Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Revised 12.19.2016 Snow Load: act�'_) psf Snow Load requirements may be obtained at " http://sk.chicomapworks.com/ Insert AP #, view snow load in lower right corner. Line 1 Openings: [2 ] X [ ] Minimum size pier X [30 ] " Required at each side of openings over From ' U wide. V�It,f_ cow