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HomeMy WebLinkAboutB17-2364 061-270-023Butte County Department of Develo p.ment-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. BUJIdihd DiVis§Jon 0 u n:r%.n"lr FORM NO USP6,152 ry-� IS Tam . Fir. e 1;27 Owiler'.s. name: Home A.P. # Ma.UufdCtUrer:_c9"nH- u I' -(?I 04-u Y^i -r)—, st Manufacture Year: 90 Model-Nmribef /Name: rd dth:_ Length: 4- Woodpressure tf edte�d o*' foundation gr ,�06T­T-N: W io d r u. a.deBother.[] SUPPORTS: other: Q. Provide. w-ariuAaeturer's. insitallation manual; support blockUng.'requirements and state approved -or engineered on. or tie dow,p system §pecifications. GLEVIDE Line. I ----------- 7 -------------- ------------------- Line ------- ------------- Line 2 Section .1 LineI ------------------------------------- Line,lTiefs: Mi_iiiiiuiii size piers: Spa,cm,g,maxtillui-lu., Froin ends maxilnurn: Linel Piers: Minimum size piers Spacing maxi-inuint ends - niaxinlum: Line -3 RoofToads: Jfiiflruffi. s'i'ze,piers: Log'at'i6fiffro'm front):' Mi,inuirn size piers: Location ( continued): - Line: 4'.R_cjof Loads: Minimum size piers: Location (Romi front): Minimum size piers: Location (continued): Section 2 ------------- Section 3 8. 0 ...... .. .. . 0 Q r, .MU11 , I IlY Line ;. Lini Line 3 W* Line 2 Line 4'(triple wide onlay)' Line 2 wLoa" 'dPsf .- -� Snow Load requirements may obtained t a iiitp://.8k-.6hicbmdpworks.com/ Insert A.P.-A View- snow load inlow6r riglif:cotner.. Line 1.O penin'E s X Redufred.at'each.-side. of openings over From 1, %q 'wide. LT, X ID ,Z,l 19 VI 4% Wl A5b toI LT, F ree_ CQ &N-1 YY1C��G�.L4 � - 2'7- 2_�!> I ---------- t61.7-2364 FILE/PCI. 064-270-01-3 OCTOBER -5, 2017 REPL MH .PFS 62'-0" 4'-2t1 e 2 9 3 C4 CD ----- ------ ---------------------------- I I I I , I 1 I I I I I I . I I I I I I I I I I I 11 I I I I I I L----- ----------- J I L-------------------------- /27�7(f�_ 5'-2" 3'-10" 4'4"TTECOUNTY (\�\({/pyo BUILDING DIVISION Y APPROVED OF 0 ® 0 © ® 10 11 12 GENERAL NOTES: RIDGE BEAM SUPPORT $LOAD 1. CHASSIS ARE OFFSET ON 27 -WIDE AND- 30 -WIDE HOMES ® .(BEARING' WALL -TABLE #7) ■RIDGE BEAM SUPPORT (CLEAR SPAN—TABLE #5) 3 201 3160 1 .4600 ' 2080 - - - - - - - - - 30f 4000 4120 '3760 - - - - - - - - s 4014Ww 8600 4600 _ _ _ _ _ _ _ _ _ _ 2 DRAWING PRODUCT: OESRIP.: YODEL'NO.: C M H ""E` MA TE -LINE PIER COMMUNITY SERIES CSH27623A FPT2762-3A MMFA4RAN0 NQ SUPPORT .LOCATIONS FAIRPOINT SOUARE FT.: 1,674- DATE: 02-17-17 9998 OLD PLACERVILLE ROAD 'CA. ' DRAWING FILE INFORMATION: STD AS OF REVISION DATE DRAWN BY: SHEET: REVISED: 04-11-17 Sacramento, 95827 Phone: (916!363-2681: Fax (916) 363-4537 WWw.elayto mes.Tn www.kal h.... /27�7(f�_ a5 x w -70'--�--6'-f1-- r. Of -.� 'vim ���` n■ 12', 5' ? svxo 1 1 Y-4' 9'-B" C' rn ` r�n,mzp x JSTORA.G FdR 0 •. OOM 4 OK In 66'-0' (ALT.) 10'-0' 5'-4' T-5-6 '' T -13' 0j .l6x�A OPT.tbcB 1 , 1 1 I 1 1 I: ----OFT. i' sMRI& ACTIVITY MR' n BEDROOM 2 s r {Lr49 411,111 9' 9' i'-6' G�> __„ z 0 00 0 CD m 674/178.2 SQUARE FEET00 tV BoaJ!e ar• comporgr hams a con!inuacs pfc+.'ui up6 U proxw.. syx%cl'c:•s, iwf pbn kq•-cut A di ins sA-\T. o" Ufr: IY.efvture are subjtd M nqe •k.Aout fw6me or n3 ojuf x Coa u.Apn a -i tZ91 syrot:;c�ti�ns a vd'n (effres � s e:�!od cve y:rcep!uoi tiarefom sFo�B not 't. f�;! enr},ndr.� Mtu. enr::rwy rni m Weiei fn all miu e• rwidi Our Reiotfv vil p 'ie cmufaie, y-do-Ss!s idtnra`ur tr, urf:ikU% eptiere u.•w.' s,+e-Yrntions `y )etu ;nTt �vjPh B17-2364 FILE/PCI 064-270-023 OCTOBER ,5, 2017 f REPL MH PFS a4,,oind� L.d 27623A 6211_ i�10Vr2 f ACTIVITY MR' n BEDROOM 2 s r {Lr49 411,111 9' 9' i'-6' G�> __„ z 0 00 0 CD m 674/178.2 SQUARE FEET00 tV BoaJ!e ar• comporgr hams a con!inuacs pfc+.'ui up6 U proxw.. syx%cl'c:•s, iwf pbn kq•-cut A di ins sA-\T. o" Ufr: IY.efvture are subjtd M nqe •k.Aout fw6me or n3 ojuf x Coa u.Apn a -i tZ91 syrot:;c�ti�ns a vd'n (effres � s e:�!od cve y:rcep!uoi tiarefom sFo�B not 't. f�;! enr},ndr.� Mtu. enr::rwy rni m Weiei fn all miu e• rwidi Our Reiotfv vil p 'ie cmufaie, y-do-Ss!s idtnra`ur tr, urf:ikU% eptiere u.•w.' s,+e-Yrntions `y )etu ;nTt �vjPh B17-2364 FILE/PCI 064-270-023 OCTOBER ,5, 2017 f REPL MH PFS DEPARTAIENT OF'.BUI'.LDtNG AND -SAFETY TYPICAL *UNCOVERED LANDING DETAIL: A covered lkn,d1.nL,-,..requires a permit. M11.1111IL1111 size.- 3'x3'/Maximumsize: 41x4' An uncovered landing larger than 4.'x4and more than 310 inches above gracle requires a permit. All uncovered fi-arnim,- lumber and decking exposed to weather is ed r requi' tb be naturally durable or'rC prCSSLI treated hood. Deckin- niay be redwood, pre'ssure, treated 6r composite. imaterial. More tlian.3..n's.ers-:.h�i-ridra..i.*L-re-qu,-.i.i-ed ���� 00 �\s\Ox 4' 34" to 38" off f o nose o OSI -42" nl in f Max tre'ad \Vt w1p 2x decking- re . d.:wQod, pfes :e tkiit6d or cPiqpQ.sitc P'T ► Ris6yril' caanotv?rymor t -ti;Aq. -3 ftopl 4* 4. with lauding to gagile IIC44-br-equal 7 .314!'n.'ia'X. rise 3/8' x.4" PT lag screw 42 -PT' -Grade P13 44-6g,eqqallate IT" o "' ' i -'-b , -12" . . qj��-y &60'..footirigs cbiicret6..f6.dti.nk-(M-iY.I?i;-Iqvelw.th-gr e) inio. 4)t4 -crq'sg,briiiiin i2 directions_; see below 'P*C'-:.-m'.a.nen't:foii'n"dAtion:m'obile homflan.ding.-s :require: 606ugs:-Rs deialle&aboye- Redwobd., PrestLwe--Treated o-r"M'a'n'uf-a'ctW-ed ix-dL8k'in'g Miks"U. (g-nd fr'dfii-(6..p rtse.rQj�otto rise r x.- 6 to 2.. ros' ba ZU\ -(Z, Lfrc pt. ssarcjr�,ated: not acceptable I)f k2. --)c 6 other- shapes may*tP.acOeptAle k6rh)D 1afidings.-do not'-requk.e footih.gs. and must use pressure . treaicd -Wood oe, redwood: NO TE� M0fLE' 0' 0 GN. DAT[ON Liinditi -�ed.at:;Ml -ekiL� aildat bottom of stairs id .gs are requi. s s W- th-of exits X M"in-le.rigthy NOTE. 7 3/4" max-IrrLui-ri step down. to. landing. provided door does. not SNving out over landing GEME RAL REQ(M STALffWA'YS 1-1/4"MI-N. 1-1/2" 1 — 1. /2!'M.A 1-./W?-mm4.. -RAb.I.U-S- T.. /4. ' 1. =1:.12" cn kA.6-1,05 (TY -.P.): Fi 49 Q.- E - ---T r ��� � �- .w A -X12 Foundation S Ystelftsi4.-90 h trictlons form California for; Grourid & Concrete Systems CRC -201-3 85: mph Wind, Exposdre C; S km eis. ic Category C D BY Tie Down Engineering RE4,01AEMENTS.- These 'plans and specifications meet the requirements of - - -------- --- -3. add.Wifid.& Seismic 11606ifemeints, CRC 2013. Title."" 25 Section . . .... .......... n[133 The X System, with either a corlcroteJdoter or. 8 teelpan, is installed r , at -or in place of ane-afthe:piers:requi i r 'red. by the home manufacturer's setup instruct s. Th systems ystems: must-, be placed. as evenly,'as-possible, when 4 systems are needed they :arel 'to. 4e ­ installed :bh'-either the first. or second pier in from gach end of the. h6me­.and.when a3rd or 5th-sys- 't em. is needed':it',*S' hdIJld:%g0, q'-pproxim,ately at. the mid -point of the home. : ComponentsofI ,. heli.2systerfi:8uth as the. longitudinal: strut:acid connecting hardware; -be y extend.w. beyond pi6n location. :Maximum vOtical.,prplebtion at%'sideWall is 9'.. Higher wall's may be used*�when the design loads are adjusted accordingly: Main rail .-SpadngOust be 7.5.75" - 00.6" *Except 95"-99.5"for single section. o. Th.e:19ter6land 'Additional jong,itudin.af:comporients of'the ygiem replace standard fra Vertical anchor ties that: are ign- m ! unique to A . holm.,6.se .d. s ay,g`6 required 'Y :,b -thehome manufacturer. Thgse�,Wcatians. . mayiftlude;thear'Waft: marriage ,Posts;, and rim agO. line ridge support -0 lates' Check manufacturers` , sota-uo, rOqUit.6'Mofits. 'Maximum Ojet.height is.48.".-Except 36"Jnaximum foraingI6 sections. _Stee'!*,Vers: must. bOAsteOdd to the kbbam with clamps OroVid6d--With. steel pier. • Doi ned foruplto�l. g.. .12'ro6fglooe.:*Ext6pt2O',degrees ::tna)(.�(4.37:12'pitch) tor'si nglplsec ion, fload Iolne;:.A, AE ar. AH Zone: flood plain (riverine of. inland f I010 'd'arp);WEL� flood -velocity , 7:1 fps: No 'WAv_bs'�.,_B6ttoffi' of.hdrbe. maih'beqmii5- at orabove. .,main..BFE; "bottom .,mainbeam,max. 36" above natural .grade. Not suitable for coastal Azones.*Jlodftays Install Tie WwnEngineeringanchors rspertawe: (ow page to resist flotation. -Designed to provide resistance to seismic GategorEarthquakeL y D oads. .Additibbalft0ire mb6ts torC.briGrete Systems Pd6eW--cokt6t6 : mb§t-.b6 2,500 PS[ minimum at 28 days. Square concrete pads minimum 18" wide by 12" deep. Round concrete pacts minimum.is 18 wide. by 14" deep: Strip iodtirigs Minimum is 1.9" Wide by 14' long 4y'6" Ftill'slab minimum i§:4". * X2 components: exceed_ HUD code 3290.306g require rnents,, stating "Anchoring.. ejuioffient,:ekoosed to*. Wdath'e­nhg',.s'h'a'll ha"v'e..a,,resi*stante,ta,.weather.det6riordti on atleast e a- ...qqivalent , t , 0 that b.y... :rpa In g 6 zint:.On steel 6f -not less than *0.30 ounces-persquare foot of coating:,.." Page. 2..of. :,8 i2�� P�.tS .eta Xi2.GrouriaT Xii Groue'd L•aiteirai �ysterrt y5terrr ` 5 + er; 59 .. #593Q6 �` Part°.Nurrib. 306. a i; Includes: 5. Strut pnad:.&hardware kit (#59329.1 'includes all nuts and' bolts): .. • . � ins:• _ •' • - f?rte.-C �.c_, ' i t 34 f iz Lgogatudinal Hartlwar6, Ki } F Part Number 5933140 4m In -c' Wdes 2 !"!-4 eam. bracketsyn"' :2'U-bolts-vuitfi all nuts;and colts. f Latera;t-seedL®ngdtudiMl; C®i hiiil_Aon r ;Part Nurri40. 593.33 Ground Longitudrnal Hardware Kit #5,933:T• Includes 5'' Suit;: Pad; Longitudinal Strut L'ateral.and Lviiudinal Hardware- KJ.t' ith all'nuts and bolts'.: '° -�Longriudi ,nal 5trut< . Str�ets`'foa LongatuaHanal.:.Systeaa�s #59330 44�' Part. < ;a Strut Pier Height. '_ ..� #593.0 65; Len th 5933Q 44; V 4° Blocks: 32" 59330 65 65'' 6: Blocks: or 48" Lateral & Longrtudinai rF®r°pttachment.tfse::. Como3oubSaam AI#3 F 59352 Uoubl� .Beam Longitwdmal Bracket= , � , ; • 29329 3 Double Beam lateral Ground kit C-B,eam;Bracket_Kit. 5.9.fi1.$ G. Beam Bi acket..kit o ozqn �r P,9c.. en taf®r Xi2 Pier Placement Extra' Pier. f?(aceinenf `M1' ' 4th' 4tX: Single Secteon;:Ho a D®ut�fe"S6dfid n Horrie graple: SectO®n. H®rne. ' (76' Box) 4 Xi2 Systems GAT3 Xi2 Systems* 0 62' 4 Xi2 Systems U-80" 4 Xi2.;S stems fi3° - 80' Y 5 Xi2 Systems: ► "2 Xi2 systems esti tie:placed of eitlier:end' ofahe:home:. ' v ` DiagAmp---represent ;exa W 0s'.ofd6ubIq and tripI6.;s60tio.a.offsets-, Totdi-siZ6. isA6terdiin6d b the. 6. le'ngth.-Of unit Plus offset. The OnIber',of `SPAe ms needed would be. based: . on -Home Size-..-tharts; (in the bft.q of page 4:. off'. tet Pla.cement Qnstaa�atIon, ®f M*2 ncrt systems. f systems to. be used on =o.number.,C)US . ingl q cfi _atp rpyid' e d, 2. 11.06.htify t.h`e,.`.-ldcatidh,:w h'06 the systems ,will: :b6'insta'lled.. 3: Build pier accordingto State,' LocaFor H&b;!Man'ufacfqrqrsd li . nes. 4: Dnlltwo 3/8.'`x 3" deep holes rnahe:concrete t:gui e using hol'esIuAalVan'ize'd bracket,a8 a guide. Attach bra6ketto cbnctote�pad:usin 318"x 34/2 -'.' wedge --anchors provided:. Place nut ?s4qr:qq.anchor leAvaeffoo'h .roam for.1, to showing :on -top ..of bolt.. ,Using :a-hamm e,. r p �h6: ' d" b 6 6 .ja ., we ItsInto hole through bracket; leaViO hut & Washer flush, with'. bra'dket. Using a.9/1.6,"-,so.Qket�Wrehch,:tidhte�;wod9�/`ft or bot securing bracket ket to: the :concrete: 5. Attach the end :'mallOr tube to,the. bracket mounted on. the. pad, using the grade.5,- 1/2'.1. x Z 1I2» R.s boft/nutllprovided. ,6. Attach'the ':flag 0660 the .-.1af 0 tbb Ad'the..q* .opposite e. top '*Of the ,g_ e .13 1 beam using the "J"'bolt over th Pao I-tyeam with the ff4--,9,,washeT provided. :(FigureI , , 40. 7: Install a minimum 'of four (#12 X] 1" tek screws): self­tapoin"crews �:s ",into the:holes: provided: in the'. Wbrafzft-ut- -sathafthe; two tubes are connected t0gothee- . J ns�' t4f],*gmebracket clamp$�.off-.kbe,arn on the. inside Of'bl,o* c*k/,p'ier. * : 'I- attach:: with: nut bolt.: Atti, aqh-owosfte:.end ,9. l4§0tt­�trbt:i6:fr6 me ­b rackA—e to concrete : bracket... 1 0. P411 'th:e:frame bracket,clghoWith fastened strutiodtwardto remove any slack., II .. Tig*m-ah nuts : and.:.bo . I . ts* on system: - 1s ,.I El I Co Ct . e h g iV Part #59307 Xi2 Concrete includes .5.'.5trut, :Bracket, & Ha'rdware Kit:#59315-1 W ith a(I nuts ani bait: �y5aem. L®ngi ldihal a, f > 3 ss�;�`A � � Yrs--�� L6Cmncre#e Systeriis"` ` `— t �. Part .No Length . Pier Height" - up to:.4. BlocksIT '= #5901,5:65 up til 6':Blocks: Lungiitudanel E6ardv�are' Kit ,E Part#59263 f Includes 2 sets er kit i beam:.bracket nuts'�_� ®+a p + C a , bo{fs;and .washers.=moi , Late ai arad Longi aad! ial Ca'fi!bihation #59332; °. . Part �,�� •�� ��- -� • . �' - � ; - . , y. Congftudina! r Includes 5 '.Strut, tongft:dinal StrutStrut.` Concrete' Longrtud�nal , Lateral'and.LbhgitUdjnal ,Hardware : fiari7ware �!t . K!t With ail nuts end bats ,� • . :; , , F®r i�®�eble •'I b�eata �tta�huaent use p1 59352 Q©ub(e Beam Longitudinal Bracket' ®f f-Jpt?� �4 c 59,329 4 ..,DoubleBeam Lateral:.Concrete kif Nut:&.Washer rg _ w'y ' T a wP Bracket' p. ; ' ! tongttud��al: '�'�-�;;" �� � � ia�'; � '� �;� � ' ;,1�,��1•—'�—�Y, ,, . '" -�'3` c ! ,»..��.s-r?' ••'e �y�"'i �.. y of k . '• gra '`'`� ��° �$�,.r: `rs^y � • _ ��+%g �'`+' �`,.�''�`ti'�`'„� ya �`-f�i'°�_rikj'`a:. . lrastaUatidn F acement * V Page 8 .i • � :e .e o. 9 ;B' 9 0 d I is 1 . i R' t ; ; t•Y c FEM.Afload. -Zones A,. AE & AH Anchor-plAcementto be thosame on single 16 ovmultipl''esp sections;':Eveniy: I ... : a.ceo from the: end. of unit,. between*W placements. When:u9irig concrete anchorsin n -Lieu of ground auger anchors, the Mass of Concrete Per -A"' h' fr h' ' qq or om q aft would be: 21.1 Cu. Ft. (EXOM#63'X3'x:,25'-= 225 Cu. Ft,Tdia-iS=.22' Cu. Ft.) TO Redljbg..the:Mass df'Con6ete, increase the.number of tie downs proportionally 'T .6.116dki--doncrete to il,cu. ft. (Uample:.2..25'x 2.25' x 2.2.5'=1 1.4.Qu,'Ft.) double the;reguired number ohie.dbwns; . toncrefe-Anchori '-Con crk6must be2500 PSI: ft) ihi ftfd 6 sl . ab with a14"minim i Uffi'Mickh6ss I and: must allow 4725 lbs:. of vertical 't 6 iondh ..�9nc-ii.without­lifting Midiftm:dista�hcefrom;the anchor - fior toohp.tdde' f the slab fr�m� ohe: edge -and V" ..any ..,o the k4'.' from other `edge MI 2.anchor is:des.gh*installed Jhto.th it J .0dj 6 be e. concrete at:the 'time .i.s..'being 'poured S.16bfiffibstb,e;8"minimliMthckh s es .at.16cation',-under anchor to %allow. Y'embedim6a'bf 'W'.(od*Ahchbr.*-MlCS2 1 anchors designed to.beinstilled, :in di yicopqrete.. Drilla 51.8! x:3Thole'in theslab place expansion bolt inhole.; place. washer and ngt,difer bolt and tighten Until mweirnum expansion is achi0v ed. qemqVq: nut!:0ndwas40 aMd.pftct anchor he aid over: exposed bolt and place washer.:And i An nutback,-on'threaded bolt and tighten nut IRM , urld'.Afichors All.:Fr.'ame.ti'e,.,gr.ound.anc . hors, -must be s tabiliZed.to:prevent*horizbnt al*slic'ing fhrough1he.:s6il. i. Position :anchor.4t'a,:slight..*back langle so that when Fully installed, anchor will' be;inside-skirtihg "Wall, :2 Fo'.rver fibafor-stabilized (Deepset) anchors, hors, fully drive Anchor into the -.ground;. Horizontal ff . rame-TieY. anchors install nstall 2/3 of way 'i n ground and. install:Istabiliter , plate'vertically withIft.3'4'of the shaft, p6rallelId.home. .:3-Arive::an-ch6r:full y.in n unfil:h6d'r6st s on plat .4.004 d . , e and'4tt.a*ch.stia0. .Pretension strap P. W06114richoir against plate with headsliqtjtly overtop. p. .FraM6 Tie` .with Buckle: 1. ^sjrop, . 'by' :p q_'s . hi I fig -t 1 P6 end.betmen-the inside of The frame 1W. eam.andfloor., .2*.'Position:theI'bucl5l af th 0:upper end:6fthe*'T' beam friirhe**.'Map the•efid of: 'the :strap -around the l"beam; hteadth'le of thr ,u.gh th 0.slot' j.,'the-bIUdkle,,9s §hoWtv. Push,th eftd.ofthe strap in:b6tw&en*th '110 b* ` .­ . , . drown. .1 . 0 , e , eam and jlot: 3. Pu I I the. .%rap;.makihg-,ceftnjhe buckle.stays. in position. Thee'ad lobse .end bf, .. s: t'r'6pAhr,oI b'.gfi tfi6sIoMd tensioning bolt:aftached to the tension head'of anchor .Tmght6nsletted.b61ta�ninlrhum..Of:4-5t6efisuhtiI 11 a slack ifi.q. stra . p ., isl. emoved. Page 7 of 8' flotatioti Anchbirs Total .Pirlg!e Section Andhoir's" Pir Side 121`x 40'-16'x.801 2. Multiple Section. 20'x40' -20'x64' 2 24'x40' -24'x56' 2 Over 56' 2 28'x40' -28'x48' 2 29' x 45' - 28 X, 72' 2 Over 721 flotatioti Anchbirs Total .Pirlg!e Section Andhoir's" Pir Side 121`x 40'-16'x.801 2 Multiple Section. 20'x40' -20'x64' 2 24'x40' -24'x56' 2 Over 56' 2 28'x40' -28'x48' 2 29' x 45' - 28 X, 72' 2 Over 721 2 32' x 56' - 32' x 64" Over 64' 2 MIJ2 "J" Anchor RM Stabilizer Kate- L4 MICS22, De e'os6t. Soil Classification Chart Sail Soil Description RecommendedInchors and Stabilizers bass Model. # §T. Ko • Description Z Sedimentary and Foliated"Rock M12255/8 .59090 30" x 5/8" rod 12 = 4" helix M12233/4 5.9095 30" x'3/4" rod 12 - 4`' helix 59292 Stabiliser Plate' 3 Sandy Gravel and/or Gravel M12H5/8 59080 .48" x.5/8"" rod 71. - 6":helix O and. GP} M12H3/4 59085 48" x 3/4" rod /"1 - 6" helix Deepset 59091 30" x'3/4" rod / 2 - 4helix with stabilizer cap 592.92 Stabilizer "Plate F 4. Sand,:Silly. Sand; Clayed,Sand, MIN5/8. 59080 48:' x..5/8" rod L 1: 6"' helix ' Silty Gravel 1012113/4 59085 48" x:34" rotl Z 1 E?" helix Deepset 59092 36",x 3/4" rod.11 - 4" &1 -6 helikwitftstabilizer cap M148 • 59086 48"-x.8/4" -rod /2 - 4" helix MI42 59128 421%x'310" -rod / 2 - 4" helix -59292 Stabilizer Plate .Hi 'h class:anchors can�be used.in lower class -soils. Example; Class 4 anchors:can'be used "in.Class '.:soils. The required..flotatiori anchors shown in the table we. in addition to any other anchors or hold down devices required by the manufacturer. See requirements; bullet 5, page 2 of.8. Al2 Har Wire :8reakdgvun. #59329..=1:Hardwace for 53306.:Lateral System 1' 845332, .tl 61t`:T/2-13 x 2.63.:x 2.191hread 1-3/4 zinc 4, 10556 Tek Screw ,#12.x 1" ' 1 106312. J oit 1%2'x 5-112 grade 5 zinc .2 ' 10640: ' Push .Nut 1%2 11.21.07 10826 FlatWashe'rix2" SS. 1 16646Y Hex Nut 1%2-13; grade.5 zinc 2: 10519 Hex Nut 112` w/ Serr flange- -------------; -,---------------------------- #59331 tgngitudrrsgt:Hardware: :for 59306 2 59272=1' Bearn Clamp.Base. 4 39272-2_ B.eaaiiXI mp. Top Flange 8: •10926 Carriage Boit 1/2-12x.1=114 Fiull.Thread 10 16646 Hex NutV2=13 grade 5 zinc 2 ,1080.1:' Carriage Bolt4/2-12 x,2=1/2 Grade 5, 2 84533Z U Bolt 1/2-13 is 2:63 x 2.19 thread 1'-3/4 zinc 4 10640 Push Nut 1/2 4: V5:'i9 "Hex:Nu0/21" w/ Serr flange.: --------- ----------------------- #59329. Hardw mvfor 59333 I.ateral.and long'rtudi6ai combination 1 59329-1 Hardware..Kit 1 59272-1 Beari:Glamp Base 21 59272 2 Bea9n,Clamp Top Flange 4: 10926 Carriage Bolt 1/2-12-x 1-1/4 full thread 5. .1.0646, Hex.'Nut; /2713 Grade.5 zinc 1: 10801 Carriage Bolt 1/2-12'x2-1/2 Grade 5 zinc 1 845332 U Bnit:1/2 13 x 2.63'x 2.19 Thread 1-3/4 zinc 2. 1:0640. .Push Nut /Z 2' 10519. H6..NutA.12" W/Serr_Flange #5931.1 5 Hardware for. Lateral System' •1 :106312 J Bolt 1/2 x 5-1/2 Grade 5 zinc 1 12107 FlatWashe`ra/2" SS 4. 10556 . Tek Screw #12 x V! , 2 110646Y" Hex Nut:1/2x-13.Grade;5•zinc .1 10826 . Carriage Bolt I.12.12'x:3;Grade 5 zinc: --- --,- --------------- #59027" Hardware Kit fol 593071ateral System ` '2 .59264 3 Way Concrete. Bracket. 4- •10530. Wedge An6or.3%8 x 3:50 1 .593157-1 Hardware Kit ------------------- ------------------- ---=-----------. #59263 Longitudinal'Hardware:for 59307 2' 59272-1 Bearii ziamp 8 "' 4 `59272-2 ' "Beam.Clamp Top Flange' 8 10926. Carriage Bolt'1/2-13x 1'1/4Full Thread zinc 12 10646Y Hex Nut,1/2=13-Grade,5 ziric 4 111801 Carriage' Bolt1/2-13 z.2-:1./2:61rade 5.zinc #59364 Har_ d*ore for:59332.1.ateral and toggitudonal 6 .. iinat'ion . 1 59264.. :3 Way .Concrete Brackefi "Wedge 2 10530 Anchor 3%8 x .3:50 1 59315-1 Lateral'Hardware Kit 1- 59272=1 Bearn Clamp'B'98 , 2': 59272-2 Beam Clamp Tqp Flange' 4 10926, Carriage.BolE1.12 13;x.1-1 4'Full.Thread zinc -2 10801 Carriage Bolt 112--13'x2'1 %2 5 zinc r ' 6. 10646Y .Grade Hex Nut 1/2-13.Grade 5 zinc' �reela.�n CQ �P# � 4- a_7 - Order Builder Quote/Confirmation To: 316992 • Phone: (530) 891-6992 Quote: 77303 SECURITY MOBILE HOME SHOW Quote Date: 09/21/2017 DBA: EXECUTIVE HOMES Sales Rep: -DOUG W ROGERS 3042 ESPLANADE Sales Note: CHICO, CA 95973 Retail Cust: FREELAND Model No: 91FPT27623AH17 Model Desc: FAIRPOINT 27623A Print Date: 09/22/2017 - 7:38 PM Option Description PACKAGES 010601 CLASSIC PACKAGEII 120011 SHINE PKG FAUCETS,' IGHTS,HARDWARE EXTERIORS 075400 EXTERIOR BODY POTTERS CLAY2. 075600 EXTERIOR TRIM PILLAR2 075500 EXTERIOR FASCIA PILLAR2 0'15700 EXTERIOR ACCENT ONYX BLACK2 SHUTTERS ONLY 075800 3 -TAB SHINGLES CT -MOIRE BLACK 184663 HERITAGE EXTERIOR PACKAGE 180052 8' FLAT CEILING TH90UGFI OUT 130.019'W-6.1. 53' & ABOVE 2 -SECT. NOT BAL-, `FIRE RESISTIVE EXTERIOR PKG r1 "'7116" SMARTPANEL EXTERIOR SIDING 130012 BOARD & BATTEN 16"O.C. FDS & FET/ 130077 PAINTED WAINSCOT EXTERIOR FDS & FEW 130179 HORIZONTAL GROOVE SHUT I ERS FEW &FDS WITH LEDGE BELOW. _ 1 28006 40# ROOF LOAD (PER L.F.) 060001 R-13 INSULATION IN?^TALL 059996 R-38 INSULATION IN CEILING 060010 R-22 INSULATION IN FLOOR 2.80041 15 LB ROOFING FELT MOi5-rJRE BARRIER 130084 NOMINAL 12" SIDEWALL EAVES ALL BRAKE AXLES IF OVER, 14' WiEAVES 130119 OVERHANG -NOMINAL 12" FRONT ENDINALL 1330133 OVERHANG -NOMINAL 12" REAR ENDWALL 180031 FOUNDATION READY (NO Z -BAR W/ FULL LAP SIDING) 240005 ALL BRAKE_ AXLES IF OVER 1 4' W,`EAVES WINDOWS 140020 ADD ONE OPTIONAL WINDOW IN EA BATH 140205 2" BLINDS MOST WINDOWS 140210 LARGE WINDOW OVER TUB-(PKG ITEM) (WINDOW SIZE PER PLAN; GABLES & DORMERS 028078 FLUSH DORMER (12'SW OR 16 -DW) 280086 RECESSED CEILING W! SCI. CORNERS AND CROWN MOLDING IN RECESSED AREA - UP TO 20'. IMPORTANT: Nlanager X B 17-2364 FILE/hC t Y 064-270-023 OCTOBER 5, 20t7 REPL Mfl .I?FS Qty Price Option Description HOME MODIFICATIONS 1 2895.00 07999.9 OMIT STORAGE CLOSET i 9998 OLD PLACERVILLE SACRAMENTO,CA 95827 Phone: (916) 363-2681 Fax: (916) 363-4537 Ordered By: Drawing No: 9127623A CABINETRY 110198 BANK OF DRAWER IN MASTER BATH 1 076026 TALL MOCHA MISSION CAB DOORS 1 -MAY REQUIRE FIXED TOP DRAWER 1 'OPTIONAL SOFFITS PRICED SEPARATELY 1 IN SMALLER SINK CABINETS 110150 2 DOOR WASHER,/DRYER OH CAB HRD 1,100D 090029 UTIL RM BASE & O?HEAD CABINET HRDA1D 110141 'TWO DOOR REFER O/H CAB - HARDWOOD - (STD CABINET DEPTH) 1095.00 1 STD KITCHEN OPTIONS �-1 --1695.00 "076500 FORMICA TOP PERLATO GRANITE INCLUDES BACKSPLASH 092050 FORMICA BULLNOSE IDEAL SELFEDGE 1 "CLIP ISLAND CORNERS 45 DEGREES - 1 092054 CLIP CORNERS ON FORMICA ISLAND TOP 1 STD 076552 BACKSPLASH VIGOR 6"/DOVE GRAY GROUT _ INCLUDES TILE BEHIND THE RANGE 1162 2:80.00 077800 VINYL FLOOR DF 9501 (GRAY WOOD; 1 STD 250001 PLUMB FOR ICEMAKER 1 300.00 250005 GARBAGE DISPOSAL (112 HPI 1 300.00 214066 SINK 8" DEEP STAINLESS STEEL 50150 1 266018 APPL PKG GALLERY SS GAS FS LEVEL 2 1 STD STAINLESS STEEL SMUDGE -PROOF: REFRIGERATOR -SIDE BY SIDE COUNTER I STC DEPTH DISPENSER IN DOOR 22CF I STD FGSC2335'TF. RANGE -GAS SELF CLEAN 1 195.00 CONVECTION 5 BURNERS CONTINUOUS GRATE FGGF3036TF, MICROA'AVE;RANGE . 1 STD HOOD -1000W 1.7CF FGMV176NTF. DISHWASHER-HIDDED CONTROLS 52DBS FGID24660F. FGEF3059TF UTILITY ROOM 076500 FORMICA TOP PERLATO GRANITE INCLUDES BACKSPLASH 2 500.00 077800 VINYL FLOOR OF 9501 (GRAY WOOD) 279901 METAL SHUTOFF VALVES AT WASHEWIDRYR 030014 PLUMB FOR WASHER 150015 PLUMB FOR WASHER / WIRE FOR DRYER 2702.37 50 GAL ELECTRIC WATER BEATER UPGRD "'NOT AVAILABLE ON 20' WIDES AND fax in order for )ierr:4 to be scheduled arld built. Quote: 77303 Cuslomer: FREELAND Prinled: Qty Price 1 75.00 995.00 i 1 STD 1 395.00 1 1 STD 1 3195.00 PM Page 1 of 2 STD STD STD co Assessor's Parcel Plumber: 161 ® 0 _ T fT 1 - 1�j N F371 Scale: 1" Owner Flame '&4 -f,-P-4 -��'^^,�,N ���� t-*�+ N i> - o� o Address / Phone No. Ss7'0 N/Vs-sem Site Location 0221 a/ontact: Name iw Phone o'-�.o,. Zoning: General Plan Desig: Size, Acres PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: _ GEN PLAN: — LSES- F11-le-