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HomeMy WebLinkAboutB17-0792 028-340-017..................................................................................I .................... ........... .............. .................... ..... ._..... ....... .... .... ..... .... ........ ... .... �ssesso�s Parcel Plumber: o $® 3 D o 1 ��/~ ❑ Q ❑ ❑ ❑. ! ❑ ❑ 0 Scale: 1 = owner game �,��2L �'e° �.��- ►-1T��Z Address / Phone No. b.44L 12� . 0,2 O-V) X-VL =ite Location _ 1>9IJ�-�Ya� :ontact: Name�iL��v �,2�--• > Phone $'� - b PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN - USES' ocicb� z., 2003 DEPARTMENT OF BUILDING AND SAFETY TYPTCALUNCOVEREb LANDING DEWL': A covered landim, requires a permit. Mli.iIIIIIJIll YxY./Maxiinum si ize: 4'x4' All 1.111COVOI-ed landing lar_i;cr than 4:7,x4' and mare diati 30 inches above gracte requires A permit. All uncovered fraii-iiiw- lumber and decking exposed to weather.':tb, be naturally is up -ed durable or pressure treated wood. Decking i.nay be redwood, pressure treated O:r Composite material. 4' niax 42`mui PT A 44 4. with 1X44- or. equal 3/8" PT fag screw -Grade 11,13 44.oz e4ua1 More tlian.'3..Fls.ers.-:.ha.ndrai.'I -requIred I 3W to 38" off. * n6se,of tread - 0 -6. ii1c.11411 25c, decking= redwood, pressure pt6d orcomposite Ris&-rU'*n.-cannofvary snore. th;Ap..3- landing to o-r*ad& 7-3j4?'nIa-X.rise 13UI C-OIJT BLJIL,-,DING DIVISION r Zkj 2 PT .1-2-?"sq*ju'ar'-&by*- U."' &60:footings irdo. -U.4-cross, brAiP`ing te4ttjvedI2-&i0-dofts:,see N,16m Q-% - PKIUva pressure treated J`pedwvO.od concrete, i footing-(m.ay-biAqvcjvvith-gr Pcrmaneiit:fouidAtion mobile s: -as deWled'above- Redwood, PV�e Pressure - - Treated cir'-Miin'u- 6 c ftir ed Acceptable -lidndrail.shzi -Pes Must etei�d from ..p riser.: t(j:, o*ttom riser x- 6 to creis"s brace. 00. pteissure-treated: not aced table '.2. x` 6 qtlibi-:shapqs, inay'{e.k6dptable. 9-06 -Set:Tnotiile k6the Nhdings.-do not: require: footi'4gs and musf use pressure treated t . ed --woo( . I or redwood: -OT * -NT-'--' '0 E,.�: MOO".' OKC ONTI�- IN(ANE' . P...­10N.-IDATION L6adiljgs are reqUked. at:aH eXits-and at bottom of stairs of exits X 3-6*' in le*rigtli)' NOTE: 7 3/4" maxii-nurn step down. to. laodmg provided door. does- notswing out over landing GENERAL REQUDZEAff-AgS STALMAYS 1-1/4- MIN. 1-1 . /2?'M.A.X. 1/8" MIN, s-.' (Ty P.): ..IN.. RA.D:IU 02 8. __340, I) L ? v an RIDGE BEAM .SUPPORT M A }` 12, 2,017 � , 1�' 1 �e ® (BEARING WALL -TABLE #7) RIDGE .BEAM SUPPORT (CLEAR//,,SPAN-TABLE /5) 0 0 0 0 © 0 ® ® 6 11 J.O2 13 G © 0 .0 0 21 ®MOF E7/ 20/ 3160 5410 2080 - 301 . 4000 8210 3760 MM - PROD=.. °f3MV.: w"M MOS . . roli�CARPET & PIER ELITE SERIES KS64003F K2764 -4A 9998 PRav1,L� ROAD SUPPORT LOCATIONS R_ 1,728 CAMos-fig-13 Sacramento, CA. 95827 DFAWM FU DIFWR"nOlt � Maw (916) 363-2681; Fax (916) 363-Ur.4537 STANDARD AS OF REVISION DATE 08-19-13 r Ahe .eom -'rte cavy E' Butte County Department of Development Services PERMIT CENTER :. 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7 601 Fax 530.538.7785 www.buttecounty.net/dds Butte County Building Division MANUFACTURED HOME SUPPORT DATA FORM NO DBP -52. Owner's name: E� HomeA.P. # ot8 `3-i o Manufacturer: .4-%2 ST£ nl Manufacture Year: Model Number / Naine: '10-11-11A Width:-. (ft.) . Length: V1 (ft.) e;o`®N� FOOTINGS: Wood - pressure treated or foundation grade'Qother: ❑ SUPPORTS. Concrete block`Q other: ❑ `�j`° ` � Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes. and Locations SINGLE WIDE, MULTI -WIDE Line 1 - --------------=-------- Line 1 Line 2 Section 1 ------------ Line 2 Line1 � --------------------------------------------------------------- Y Line 3 ------------------------------------------------------------- Section 2 Line 2 ----------------------------=-------------------------------- Line 4 (triple wide only) ----------------------- Section 3 Linen Line.l 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 piers. Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size.piers: Location (from front): Minimum size piers: Location (continued): Snow Load: VO psf [ 2y ] X [ 1y ] Snow Load requirements may be obtained at 8 V http://sk.chicomapworks.com/ b Insert APA view snow load in.lower right corner.. Line 1 Openings X [ Zy ] Minimum size pier[ '� ] X [ ] O Required at each side of.openings over From wide. ;� \'1/:Y 1' t! i77 5 9 �'�. t 5 8'' ',Z�. S 210. o ►:�° S3 zy .k z1 zti xz ;� \'1/:Y 1' t! i77 OPTIONAL KITCHEN t tt&y ZN u Exe'c vve.Homes ..,5.30.8916992 oro 3042 E.splanade, . Chico 0 2:24 —OC7 e 'cacow-n T www.Ex cutiveHomesChl c.,-.340.017 1t N4 If 1. .1,728 SQUARE :.FEET KS640Q3F 13'-10" 01-8 11 '_ 8" 16'-7" 1 6-7 10'-2 .1 '0 12'-9" 46X40 3660 36X60 36X6O 6X61 '36X60 36X60 7'>; WJH 'UTIQ OPT.' —KITCHEN DINING FAMILY ROOM MILY 0 11 BEDROOM 4 M.BATH RC FAU11 _j Pontry zz,—' Wardrobe -- ---- CD Linei Oven 77 Wardrobe Wordrobe 1610ORMER MASTER - BEDROOM LIVING ROOM 'BEDROOM 2 BEDROOM 3 -Tub/Shower 30x60 30x60 30x60 .30x60 sm� 30x60 46X8 3OX60 3'-9" 19'-7" 10'-6" 5'-4" 10'-11" 64'-0" 46x4O' OPTIONAL KITCHEN t tt&y ZN u Exe'c vve.Homes ..,5.30.8916992 oro 3042 E.splanade, . Chico 0 2:24 —OC7 e 'cacow-n T www.Ex cutiveHomesChl c.,-.340.017 1t N4 If 1. .1,728 SQUARE :.FEET KS640Q3F $oaU!ka9ona Sub�a-:m ChenBo Wlawu(HaCco ar Oa..paCon. STDI: FSTD.t aers/Rakes iEgg :ront Endwall Off -set MAS ides E�"SIDS . Z,Wides i STDG ffSTDI Beam gSTDt. :'. . Ds i?'STDx '- �'STDi STUB 24'and27 Widest: RjSTDa : ale:and Triple Wides FSTW Milan 24 27':34'and.40.Wides STDu : e :xieriorl : ISTD? _ ean-Exterior $TDN ffST.DN indow , Ian ST.Dz. 'ASTo . Low 'E' 3STD PSTOT 15sm" 2-1/4' Colonial Trim tiSTD). ek lan ?STDG in; 30'.:FFGF3015L; B or.W `STD'1 { Ceilin or Sidewall _ STD 3 or.W x:STD� + 8' Dee t`sTD, ire Package'. ' •SN STON SMT_, r5 ets STDlx Lets th Back PanelingSTD : NSTW s3TDi* Doors' uSTD4 "ISTD`ei i erator "STDs. Ak Y? ielfed a "sTvr 200 Amp Panel Box 40''WideTri les:S7D Pro ramable Thermostat' ' STD;' Smoke Detectors,Hard Wired- with Batte .Backu =g • Electrical Boxes,Nailed.to: Vail Studs. Standard Specifications :t SSMA 12/5/2016 ;e.,�:6 . ASTORIA. . , Si it Siit`�T ��r:z� , 80% Etficient:Natural Gas/Pronaiiii Furnacey->p ' 8'. Sidewall with Flat Coiling NSTD 3 29 Galton Gas WaterHeater. _rgTp ,STD; 7-1/2' Sidewail with Vaulted Ceilin Triple Wides ,�s° min ed Exterior -Water Heater Door Per PiangSTp xtettOl t..... Plumb/Wire Washer. China Sink' SmartSide Wood Vertical SidingtS7R STD, Wire -for D er STu '; : Exterior House Wra STDs Metal ShutOff'Vaives at Washer . Hand Rolled Satin Exterior Paint ISTD "' D er'Vent in Wall °. Stuff Astoria Exterior - Craftsman or Mediterranean ExteriorElevationS STD' Overhead Shelf.atastierLD er Area .W�nFurnace ;:. Water:Shut-off Valve: in:WalLat.Tnilet:: 36o'Higlh Sink Cabinet Standard. see elevation Ian Enlon ated Toilett < Air,Retum.O anis:in.Wall STDG , STDs ;. LaminateCounter To and -Bullnose Selfe etr'. , ISTD _, ' 2"x'6' ' 16'• On Center• Xiln :Dried . - :.. r :.E. - RTn L < ' inn a.,,,. oa.,e+ n....' : s.STDk $oaU!ka9ona Sub�a-:m ChenBo Wlawu(HaCco ar Oa..paCon. STDI: FSTD.t aers/Rakes iEgg :ront Endwall Off -set MAS ides E�"SIDS . Z,Wides i STDG ffSTDI Beam gSTDt. :'. . Ds i?'STDx '- �'STDi STUB 24'and27 Widest: RjSTDa : ale:and Triple Wides FSTW Milan 24 27':34'and.40.Wides STDu : e :xieriorl : ISTD? _ ean-Exterior $TDN ffST.DN indow , Ian ST.Dz. 'ASTo . Low 'E' 3STD PSTOT 15sm" 2-1/4' Colonial Trim tiSTD). ek lan ?STDG in; 30'.:FFGF3015L; B or.W `STD'1 { Ceilin or Sidewall _ STD 3 or.W x:STD� + 8' Dee t`sTD, ire Package'. ' •SN STON SMT_, r5 ets STDlx Lets th Back PanelingSTD : NSTW s3TDi* Doors' uSTD4 "ISTD`ei i erator "STDs. Ak Y? ielfed a "sTvr 200 Amp Panel Box 40''WideTri les:S7D Pro ramable Thermostat' ' STD;' Smoke Detectors,Hard Wired- with Batte .Backu =g Carbon.Monoxide Detector Hard Wired w/:Battery. Backup OSTDa Electrical Boxes,Nailed.to: Vail Studs. 'SMN Exterior GFI Flug at Rear Door. SSMA ' .Rocker LI"ht Switches STD3 Craftsman`orMediterranean.PorcLi ntat-Front Door STU Li Lantern Porch ht at:RearDooror.SGD Recessed LED Can 'Li hts'in Kitchen and Dmin 'Room STDG z Recessed.LED;Can,U ht6 in.Hailwa =Ent a" Jtil' :&:WIC STDG Flush Mount Ceilinn'Ughtin Bedrooms;''' 6 36' Hi h'Sinl(Cabinet """' ` r _' ISTD a Enlon ated Toilet, �..,. '• ': t1 ,STD; Medicine Cabinet Laminate CoUntidr-Tolp anii•Bullnose Selfed a .; Laminate Backs lash _K'..' ''' -`� ._f i., ' , v STt7 China Sink' Li htin 'Satin: Nicket2-li ht.Bar atwveSinks ` a §TDA 'Shine' Faucet and`Ha[dware Packa a-: z -•.- ISTW Sheetrocked Tub/Shoiver:,Elari es--•--'=.STO Fiber Iris Tub/Shower60'= PerPlan CeilinExhaust'Fan '- 427, Tall. M irrorvis/J=Rail,&Clip s installed on�To 'oCBacksr lash;' STO Water'Shut-off Valves'at:Sink _r' .t , :. ,.. - 6STD ;:. Water:Shut-off Valve: in:WalLat.Tnilet:: 36o'Higlh Sink Cabinet Enlon ated Toilett < SToT Medicine:Cabinet - , STDs ;. LaminateCounter To and -Bullnose Selfe etr'. , ISTD Laminate Backs lash China Sink + s.STDk LiqlTtinq Satin Nickel 2 -light Bar above Sinks STD-- 'Shine'Taucet and. Hardware Package9STD31 Sheetrocked:Tub/Shower;Ftan es " Fiber Iass.Tub/Shower60•: • .., -:.. F ZSTDi Ceilin Exhaust:Fan • -. v : `..' azSTD 142' Tall Mirror w/ J.Rail•& Clipsinstalled on T of Backs lash '.:xSTD WaterShut off .Valves:at.Sink' `.' Water -Shut -of Valve -in:.Wall':at;Toilet_;OleUM o - WAR Diamondflor: (017) Vlnyl.Roorin Wet Areas �SLDz Water. Seal, Protected Fioorsjn'Wet:Areas . $C` t %� ' fi g st � W3WEVR�s xi - Ek 7/.16: 41b:. Carpet Pad VST'D P.lustfStain. Resistant Ca, et.:. Basc,io3rds 3114" i t ��N µ".-"'`..Vi-�`I 11' �' � � `ti ; ''-�o��. • ,. a lt(�}> ✓ K x Goner ftstemt ITT 10M. '��'!��®®tAlN ENGBhAEEf;Ai!lG�,® 25� tiiAA� o��a�Draarex��l4•�A#Aan�a;�G�6� 3®33� .; �.w ������ � i% C©loy X12: Engineered Tie .Down Installation Instructions for California for Ground & Concrete Systems HUD Wind .Zone 1 15 PSF Wind Load By Tie Down En-Wheerina Requirements: 4 These plans and specifications meet the requirements. of Title 25 Section 1336.3. Sub S( TheX62.System, with either. aconcrete footer orth at or in place of of the piers required by the home rnanti , facturWs set up instructions. The systems must be: p'la'ce.d.as evenly as possible; w.hen'4 systems Are needed then are to. be. installed on either the first or. I second pier in from.eac system is h end of the home And when a 3rd or Stli y needed,it *should go approximately at the mid-poirit of the home... Components :of the Xi2 system ;such as the longitudinal strut and tonnectingphardware may extend bQyond, the pier location. • Maximum vertical projection at. sidewall is 9'. Highetvalls. may be used, when .the .design 'loads 'are 'adjusted accordingly. • Main::rea spacing: must be 75.5" — 99.5" *Except 95",99.5". for. single section. • The lateral and longitudinal components of the XiZ.S*ysteM replace standard. frame -ties. Additional Vertical anchor ties that are-uniqpe to a home's design . ..... gn may be required by the:' home manufacturer. These.. locat ions may include, shear walls;. marriage line- ridge beam support posts,.and. rim plates. Check man-WabWeots set-up r6ijuir.eme.nK. Maximum pier -hei9: ht is 48!; Except ept 36" maximum forsingle sections:.' StOel.piers.must be fastened to the I-beam with clamps provided with steel pier. • Designed for:up..to 7:12 roof slope. * Except 20 deqt6e5:max (4.37:12 Ditch) forsingle. section. • Flood Zone: A, AE:o.r AH Zone flood plain (riverine or Inland flood area); -Max flood velocity - 1 fps: No waves., Bottom, of home main beam is at or above B-FE;.bottom of main beam, max 36" above natural grade... Not suitable for V zones, coastal A zones -or floodways. Install Tie Dawn Engineering .anchors: per table.(on,.Oage 8) .to resist flotation.. • Designed to provide. resistance to -seismic Category .G & D Earthquake Loads. system Additional Requirements for Concrete Systems Poured concrete must be 2j5O0 PSI minimum at 28 *days. • .Square concrete pads minimum is 18"Wide by 12" *deep'.. Round concrete pads minimum is 1.8." yvide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. FUII slab minimum is. 431 Xi2 components exceed HUD code 3290.3.06g. requi . rerrietits, stating "Anchoring equipment exposed to weathering shall have:a deterioration 'at to. weather deterior least equivalent t . that prov . ided by.a coating of . .'at 0 zinc on st96[ of not less than 0.30 ounces per square toot of surface coating......" Page 2 of 8 InShillation- 6f -X1-.System* round s 1 ldentify- the number of systems oto , be used .on the home -.-,using: the chart provided. l0b-ntify, the lockiofi where. the systems Will b6Jft§t9lled. 3, all organic., matter and debris from the pad 8 1 ite. 4. Place i U. -bolts through holes. in pan provided. 5. Place pad'oentered . under beam with the lateral strut bracket towards the.inside of the home. 6;. Press or drive pan into ground until level and 'flush with 'prepared surface. 7 Build Oj6r According to State, Local or Home Manufacturers guidelines. (Figure 1.) Attkli*the end oifthe. smalle'r tube to.the •inside of pan using U -bolt &.,nuts provided 9. Attach the flag end of the larger tube to the opposite. l'beam using the *'V' bolt over, the .top of the I beam. Witk the* kit. &,WAsh9r,:Or6Ade'd.' (Figure 2) install "aM him um.: off(#,12'kl" tekscrews} !§elf-*ta*'Tp "ing screws into the, holes provided' in"the lateral strutso, that :tub Jktwa: es are connected together; (Figure 1)' ..Nut.& Washer,1-314" -TU176 J -Bolt Later11,5frdt5 Strut '(f iag end) 1'112 lube f-Hotre Figure 2' 11. jnstA.l1l.framq'bra,cket clamps to 1'1biea.m'on,i'n :side :.df bloW piec,-tightennuts _c ' . : 'D o.not his,time. 12. Attach longitudifial'strut to U using, nuts provided. 13.. Ins * eIrtstrut. strut: ja the. -frame . :brac'ke.t..d1*pI -AftOo . h with nut and bolt Do. not- tightenatjhi­ time. s .. e. 14. Pu I I Ahe, frame e- 6r,66ket-clarrip with the fastened strut outward to 'remove %any` -slack. 15.. Tighten 911:nuts'and* bolts orrthe struts and beam, a cfamps. .1 I K Screws U -Soft & mounting Figure .1 f3racket f-Hotre Figure 2' 11. jnstA.l1l.framq'bra,cket clamps to 1'1biea.m'on,i'n :side :.df bloW piec,-tightennuts _c ' . : 'D o.not his,time. 12. Attach longitudifial'strut to U using, nuts provided. 13.. Ins * eIrtstrut. strut: ja the. -frame . :brac'ke.t..d1*pI -AftOo . h with nut and bolt Do. not- tightenatjhi­ time. s .. e. 14. Pu I I Ahe, frame e- 6r,66ket-clarrip with the fastened strut outward to 'remove %any` -slack. 15.. Tighten 911:nuts'and* bolts orrthe struts and beam, a cfamps. .1 I Xi2 Ground Parts Detail Xi2 Ground Lateral System Part Number 59306 Includes: 5' Strut, pad & hardware kit (#59329-1 includes all nuts and bolts). Longitudinal Hardware Kit Part Number 59331. Includes: 21 -beam brackets: & 2 U -bolts with all nuts and bolts. Lateral and Longitudinal Combination. PartNumber 59333 Includes: 5' Strut, Pad, Longitudinal Strut (059329), Lateral and. Long itudi nal. Hardware Kit with all nuts; and bolts.: Stnift for Longitudinal. Systems Part Strut Pier Height No; Length Up To: 59330.44 44" 4 Blocks or 32" 59330-65 65" - 6 Blocks or 48" For Doubte f:Seam Attachment use: 59352 Double Beam Longitudinal Bracket 29329-3 Double Beam lateral Ground kit For C: or CR Beams use: 59618 C=Beam Bracket Kit Ground Longitudinal Hardware Kit #59.3.31 Lateral &. Longitudinal Com,Wt7atlon #59333 Xi2 Ground System #59306 r , ;. m m.. Longitudinal Strut #59330-44 #59330=65 400�1_ 4001, G -Beam Bracket Kit #596f8 `� Xi2 'Stabilization Pier Placement for, Ground or Concrete 1� Xi2 PierPlacement Extra Pie[ Placement r'7 Single Section Home. 0 -80' (76' Box) 002 Systems 4th 4th Double Section Home 0 -62' 3 Xi2.Systems* 63' - 80'4'Xi2 Systems 1 � � i i r I 4th 4th Double Section Home 0 -62' 3 Xi2.Systems* 63' - 80'4'Xi2 Systems *2 Xi2 systems can be placed at either end of the home. Triple:Section Home 0-62' 4XiZSystems 63' - 80' 5 Xi2-Systems � � r I r .i i II *2 Xi2 systems can be placed at either end of the home. Triple:Section Home 0-62' 4XiZSystems 63' - 80' 5 Xi2-Systems Diagrams represent i.- _ examples of 'double and triple:section offsets. Total. size: i ' determined by; the' length. of": unit plus offset.. The, number of systems neetled'vvould' be based on:` HomAI.Siz0: Charts :.on_ - the;aioitom af; page4: • Offset Placement a Installation OU 2 • f A Coi cret 'Syste.' 1`. identify.th6-ftumber:9f systems.to.' used on the home.us ng the chart provided: 2. Identify the location where the. systems. will be'instalied. 3. Build;pier:accordingto.State;.Local or Home. Manufacturers.9uidefines:: 4: Drill. two 318?�x,3" deep holes:ihIthe c©ncrete usingholes in galvanized "bracket as a guide.' Attach bracket #o concrete p 'd using 3/8" z 374-12,'.' W e'dge'anchors provided' Place nut.&" wasiieron anchor,,feave.;enough;rooin for 1:'to 2threads showing on:top of bolt: llsing:a;liammer, tap the .wedge bolts into. hole through bracket;.aeaving nut &,:w.asfier flush with .brackemg a 9/16.""socketwrench, tighten "wedge/anchor. bolt; securing `bracket to:aW :concrete. . 5. Attach the:end olthe smaller tube to the bracket mounted 'o, n .the pad; using:the grade 5,112" x bolt/nut provided.. ' 6. Atfaeft the flag end of the larger tube to the opposites beam: using she, " J" bolt over the. top of he .) I beam with the nut & washer provided; (R= Ure.1'nezt page) 7. Instalfa minimum of four. (#.12 x 1" tek screws} self=tappingacrews into tfie holes provided m the lateral stmt so that the two tubes'are :connected together 8; tnstali frame bracket clamps on 1'.beam on the inside of blbck/pier. • 9::.Insert�strut:in.frame-bracket clamp"and attachvuith nut& bolt. Attach opposite end Io., :concrete bracket. ] Q: Pull the frame bracket clamp with., fastened., strut outward to remove. any :slack. 11. Tighten all nu#s :and bolts;on system. ie ConcreteTart' WWI Part #59307 Concrete Includes .5' Strut, Bracket, &:Hardware Kit.#59315-1 ' uvitht'allnuts and: bolt: L'ongkudanal guts fir „Y E - r.rY , Part No:. Length PierHeigtif #5901.3 4.4. up to 4 Blocks • #5901to 6 5 p Bloeks, 65. u Longitattl nal Hard ►pro Kit: , Part #59263 (Includes 2 sets per kit:.l'-beam bracket, nuts, bolts and washers) Lateral and:ib Co.:rubanati®n �.m� t Part;;#59332. w L•ong�t UL�inai • Includes .5' Strut,-Longitudinal .S#rut (#59364); strui Concrete,tongitudrhaf, . Lateral and Longitudinal. Hardware Hardwari,ki ' s Kit With all nuts and bolfs:' `fFor, pontilse:. k • 59352 Double;Beam'Longitudmal:.Bracket' , , :f� ,, � _ 59329 4 Double Rem U#Concrete kit: 0 f N�re • -Nut, Washer . Figure 1' v r^' . n Beam .Clamp Bracket �Y • .� . J -Bolt �� ;�, � .� ` • • _ . Y t 4� ^ f.•£ ,L s'rF X - Q row QT .. Lateral • .:.- •#., : � , � . `v G ,. fir, � � n -- f , ,im kin'-.•.�.5� �ff.�wY , ►. ,C Q �' .. �••: 9 • e��T s-'t s,.,L R � -' : '... �'%.?;4i�r���„ :� vim• `` .. Xi- Installat ®n Place'ment r-I R Wff- - FEMA.:Mood Zones A, AE &AH Anchor* placement46 he the same:omsingle or'multipleEvenly -spaced' from the, end bfunit-,. between Xi2placements. When using concrete .anchors intieu of ground auger anchors, the Mass of Concrete Per Anchor from 'chart would be: -21.1 Cu. Ft. (.ExaMPl.e.:-3'x:Xx,2.*51 = 22:5' Cu. Ft.,.2' dia.:x 3.5'= 22' Cu. Ft.) To Rqduce,146 Mass Of'Undrete, increase the: number 6ftie downs- proportionally, TOROUde,concire"te.16 11 -.cu. . ft. (Exampje:..2.25'x2.25';x 2.25'=11.4 Cu.: Ft.) ..d6odle.-Ah`r'equirdb number of tie downs. e.' t6ndidiAnchors; Concrete .:,must , beI500 P:�vminimurwslab'wi . th a 4" minimum thickness �ffi.d.most k8dibsdtverficai fen sion on anchor without lifting. Minimum distancb haftto:bhe edge. et lab is4' f f.brn.oheedg6.060­611-fr6M` 'from', anchor.9 h from;any ot�her:ed e. .?a.*.r-cfi.. o­r. .:­es.'ig0dt.6be ins; t'a­ll6.d_'int6th6co.: r ete4tthe*time.it is being pquredSlab ,must :be,8!".Mimdn.thidknes§at.IbcAtidh ..allow m htof "J" rodanchbr. MIC92:'tiri6ftoiis designed4o:lbeinsfalled 'dry concrete .Orill.a:5/8")( . 33 holb:-in the.i '-sfab'place expansion bolt in hole, place washer as4e(9nd:'hut'dvdr bolt'and-tighteft On achieved: til maximum "expansion is ac ieved: Remove Aut and Washer.antl place 4fi&W-NOd over exposed bolt and place .Washer 00:qutback ori t hrOdOd.bdtandtightennut. GrdbhWAnchors All"Feaftio:tie,griJund anchors. must be. stabilized to prevent horizontal -slicing. through the soil.. 1..P.6siti.0n. anchor at aslightback angle so that whenFully . installo,,qnchor will be ih§i&skirtin,g. wall'' Z.for:veftical-or: stabilized (Deepset)apphorsjully drive. anchor. intb.4(q, ' .ground Hotizontal(Frame :Ti6),anchors.i'nsta :2)3"of wayin gtouhdmd: install stabilizer plate vertitally.vvithift.W --4" of.the shaft- parallel tahomie. .3..bfive.'anchor 'fUll" 0 y.�i.n.t.,,gT.Ounduhtil*heeidrestg�ph,plate and attach strap.. Prete'ns;io'n-strap '*to'p4ll'.*anchdr'again5t plate, withheiadslightly.ov6r too. Praffe"Tie-with-iliuckie' 1. nstalI Vrap.by: push in g1h e 'end between the inside of The frame 31W .beamand400r.. '.1,Rosition'the-buckle at the u0penend of the 'I"'beam fram6 -Wrapth6 end of 'the- tratraround the "I" beam. Threadtd h th'e..slot .! he',.enof the stra-.1hro '.. p the in the. buckle as shown; Rush the end' of the strap in betviegh'tN tV beam and floor.. 3..'PUII'the,strap; .makirg:certaih the buckle stays ift.positidh. Thread ldose end of strap through the -slotted fing boltatt9che d to'h 16 t_e . nsion h d, anchor.. igh1qh sloted bolt a-mirimum of 4-5turb untiFMl-sl8c( in,strqp is removed. 2. .Pa9.e,.'7 of'8..' Flotation Anchors Total Single Section Anch' Ors.Per Side 12'x:40t-16'x-801 2 Multiple Section 20'x40' -20'x64' 2 24' x 40' - 24'-x 56' 2 Over 56' 2 .28' x 40' - 28' k 48' 2 28'x49' -28x72' Over 12' 2 V! x 56'- 32'x-64' 2 Over 184' 2 fr, ".J."An6hor .9tabili.zet Plate =Pac =53>1 1]160se't Anchor iq1o76.,063716 Soil Classification Cham Soil Class. Soil.Qesciiption Recommended` Anchors and.$tabilizers Model # STK# Description ,U -Bolt 712 13 x 2.fi3 x 219 fhread 1-3/4 Zinc 2 Sedimentary and Foliated Rock, M12255/8 ,59090 30" x 5/8" rod / 2 - 4" helix. ,2 10640: M12233/4 -59095. 30" x.31.4':" rod/2 - 4" helix 1 "46Y 'Hex.Nut 1,/2-.13 grade 5 zinc 59292 Stabilizer` Plate Hex;Nut i/2" w/;Seri flange 3 . Sandy Gravel,and/or Gravel M121H5/8 .59080 48" x 5/8" rod /'1helix 59272=2. Beam Clamp Top: Flange (GW and GP) M12H3/4- 59085 48" x 3/4" rod / 1 -:6"helix 't0646Y Hex Nut 1/2-13:grade:5 iinc 2 Oeepset 59091 30" x 3/4" rod -J2 - 4" helix with.stabilizer cap. U Bolt1/2-1312.63 x°2.19 thread 1-3/4 zinc 4 10640: 59292: Stabilizer Plate 10519: 4 Sand;:SiltySand; Clayed Sand, M12H5/8 ` 59080: 48" x 5/8"'rod/°1 - 6." helix Siity'Gravel MI2H3/4 59005 48" `x 3%4" rod L 1. - 6" helix Deepset 59Q92 36";x 3/4" rod / f= 4" & 1 - 6 helix with,stabil'izer.•cap MI48 .59086: 48";x:3/4":rod] 2 = 4" helix M142 5.9128 42" x314"''rod % 2_- 4" helix 59292. '.Stabilizer Plate, Higher class anchors can .be used in.lower .class soils Example; Class 4,anchor8°can .be used in'Class 3. soils: � The required flotation anchors shown,in the'tabld.are ins-additi.on•to any other.anchors orhold down.devices required by ttie manufacturer. See regwrements,.bullet 5, page 2 of 8'. X 2 Hardware.-Breakdowfi • #59329-1 Hardware;for 593.06 Lateral Syatem: , ' 1 $45332. ,U -Bolt 712 13 x 2.fi3 x 219 fhread 1-3/4 Zinc 4 1.0556:. Tek SGrew #12x` 1" I. 10631Z J Bolt 1/2 x:;5=.1/2 grade 5 zinc ,2 10640: Push Nutt/2 1 .12107 FIat:Washer:l x2" SS. 1 "46Y 'Hex.Nut 1,/2-.13 grade 5 zinc 2 . 40519 Hex;Nut i/2" w/;Seri flange #59331; LongOdinal. Hardware f6r:59306 2 '59272-1 Beam Clamp -Base. 4 59272=2. Beam Clamp Top: Flange 8 - 1':0926 Carriage :Bolt1.2-12 x 1 1%4 Full Thread 10: 't0646Y Hex Nut 1/2-13:grade:5 iinc 2 1108011 Carr age Bolt:1%2-12 x.2 1/2Grade 5 2 845332 U Bolt1/2-1312.63 x°2.19 thread 1-3/4 zinc 4 10640: Push Nut 1/2 4 10519: Hex:'Nut 1/2" /::Serr flange ---- ---------------- #59329 Hariiware for.59333 Lateral and W60tudinal Combination 1 59329-1: Hartlware Kit, 1 592-72-1 • Beam Clamp Base 2 59272=2 Beam. Clamp Top Flange 4 10926 Carriage: Bolt 1/2 12rX 1 114 fuN thread. 5 1.06:46Y_ HexALr 1(2-13.Grade 5 zinc e I. 10801: Carriage Bolt 1I2=12;2 2-1/2 Grade 5 zinc ' 1 84533Z U .Bolt l /2,1.3 x 2:63 x 2.19 Thread l -3/4 zinc 2 1.0640. Push iVut 1/2 i 2 105.19 Hex Nut 1/2"w/Se'rr Flange: #59315-1 Hardware for- Lateral System 1 10631.2 J Boit 1/2 x.5-1)2 Grade 5 zinc . 1 .12.1.07 Fl -at :.Washer:l/2" SS 4 10556 Tek :Screw112 x'1"' 2 ,1.0646Y Hex Nut •1J2x=1:3 Grade.:5 zinc t• 1:0826 Carriage.Bolt:1/2-12 x 3 Grade'5:zinc ------ --- ------ ----- #59027 Hardware Kit for 59307 Lateral System 2 59264.3.Waico, ete Bracket 4 10530 Wedge AnChor.3/8 x 3:50: 1 5931:5.1 Hardware.Kit - --- ----------------------------------- #592631ongitudinal'Hardware for 59,307 2 59272=.1 Beam Clamp Base 4 59222=2 Beam Clamp Top Flange. 8 1.0926 Carriage Bolf.:1/2 1,3:x:1-1/4.'Ful! Th read;zinc 12. 1.0646Y Hex Nut 1/2 13 Grade.5 ziric 4' 10801 Carriage.:B61t.:1/2-1,3 x 2-1l2-Grade;5"zinc° 1 59264 3.WAy Concrete Bracket 2 1110530;_ Wedge.Andh' -8/8:x 3:50 1' 59315=1 Lateral Mardware Kit: 1 59272-1 8eam:Clamp Base 2 59272-2 Beam Clamp Top Flange -4 10926 Carriage Bolt`.l/2 13x.171/4 Fuli Ttiread,zinc. 2 10801 Carriage Boit 1/2-1:3 x 2-1/2 Grade�5 zinc 6: 10846Y Hex`Nut 1/2-13'Grade 5 zinc Page 8 of 8. • / 9e.. 6 $S �r'I •��If3 o Q r .._.......__... _..__.__.... Property Information __.._.—_.._... ........ _... _. __.._._...._..._-- ----- _..-----.--- Sq. Ft. Owner(s): Folsom Mailing Address: 1021 Lower Honcut Rd, Oroville, CA - 95966 Owner Phone: Unknown Property Address: x1021 Lower Honcut Rd, Oroville, CA 95966 Vesting Type: N/A Alt. APN: - Basement Area: ---- County: Butte APN: 028-030-028-000 Map Coord: Census Tract: 003300 Lot#: Block: Subdivision: Tract: Legal: 1021 Lower Honcut Rd _.............. _—_-------- Property Characteristics Use: Truck Crops _._.-.._------ ........ ...... --._ .....___...—._-_ Year Built / Hf.: 1900/1900 ........ _... _. __.._._...._..._-- ----- _..-----.--- Sq. Ft. Zoning: A5 Lot Size Ac / Sq Ft: 40/1742400 # of Units: Stories: Improvements: Parking /#: / Gross Area: Garage Area : - - Basement Area: ---- Sale and Loan Information Exemption Type: --._.._...._.._._.._....... _......... _..__............... _..... _.__.. Homestead Sale / Re Date: ...................._._......_..._..........._._.._........_-.---..__....._..................._.._.._._....,._ . ..................... *$/Sq. Ft.: 2nd Mtg.: Sale Price: 1st Loan: Prior Sale Amt: Doc No.: Loan Type: Prior Sale Date: Doc Type: ...... -_----_-..._._.__._-------------_. Transfer Date: Prior Doc No.: ...................... Seller: __-__--._.................................. .._.__..................... _-..... ...................... -__- Lender: ..... _....... _.__... _..................... --............. ..... _........................._........._....... -............. ..... --._................ _..... _ Prior Doc Type: "$/Sq. Ft. is a calculation of Sale Price divided by Sq. Feet. " Tax Information -_..._......_.__._... _..... .......................... -_.______._......................._._......_.---._....._........__._..............._....._._._..-.........._...-._....._..........._._..-.......__......._...----.......................__......_.................._....__..._....._................._.. Imp Value: $263:867 Exemption Type: --._.._...._.._._.._....... _......... _..__............... _..... _.__.. Homestead Land Value: $66,687 Tax Year / Area: 2016 / 092013 Total Value: $330,554 Tax Value: $323,554 Total Tax Amt: $3,497.58 Improved: 80% Property Profile 1021 Lower Honcut Rd, Oroville, CA 95966 2/24/2017 All information contained herein is subject to the Lirnitation of Liability for Informational Report set forth on the last page hereof.. ©2005-2017 First American Financial Corporation and/or its affiliates. All rights reserved.