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HomeMy WebLinkAbout066-360-001Butte County Department of Development -Services M .... 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 HOVE. -SUPPORT DATA FORM NO DBP -52' Owner's name: Home A.P: # o.bb _356,0 - o01 Manufacturer: _ ,A STEnI Manufacture Year: " —10X Model Number /Name:_��.*IZ?R1 � T�'f. "L 1 Width: Length:�2 (ft.) OUN FOOTINGS; Wood -;pressure treate��TTE C d or foundation grad other:"❑ (` o�VISIoN SUPPORTS: Concreteblock'`S other: ❑ V M® Provide manufacturer's. installation manual; support blocking requirements and stp�ppRO ate approved or engineered foundation or tie down system specifications. SINGLE WIDE Line 1 Line 2 Line 1 Line 1 Piers: Minimum size.piers: . Spacing' maxiiiluii1: From ends maximum: Line -2 Piers: Minimum size piers: Spacing maximum: ends maximum: V' Line3.Ro6t.Loads: .. Minimum.size piers: Location (from front): Minimum size piers: Location (continued): Line. 4 Roof Loads'. Minimum size piers: Location (from front): Minimun-i size piers: Location (continued): rie.r.r;ooting Sizes and Section 1 ------------------------------------------=-=-------=--------- Section 2 A Section 3 MULTI -WIDE Line 1 Line 2 Line 3 Line .2 Line 4 (triple wide only) Line 2 Snow -Load- a psf $,now Load requirements may be. obtained at littp://sk.6hicoma'pworks.com/ Insert AP #, yiew.snow load in:lower tight.comer. Line 1.012eni= Minimum:size pier [ ILI ] X [ Zy ] Required at each side of openings over From D wide. e r n RAF O O O 201 3160 4600 2080 - 301 4000 7120 3760 - 401 4840 8800 4600 - CMH MANIFACTUM W- 9998 OLD PLACERVILLE ROAD Sacramento, CA. 95827 Phone: (916) 363-2681: Fax (916) 363-4537 w .Clayton omes.com www.karstenhomes.com saaaa�va� saa_a_aa� saaaoaaa� -n 1 COUNTY OVFD RIDGE BEAM SUPPORT 1. CHASSIS ARE.OFFSET ON 27 -WIDE AND 30 -WIDE HOMES ® .(BEARING. WALL -TABLE #7) ■ RIDGE BEAM SUPPORT (CLEAR SPAN -TABLE #5) DRAWINO PRODUCT: DESNIP.: MODM'NO.: Tom` MATE—LINE PIER COMMUNITY SERIES CSH27623A FPT2762-3A SUPPORT LOCATIONS FAIRPOINT SQUARE "':1,674 DATE. 02-17-17 DRAWING n E INFORMATION: DRAWN BY: SHEET: REVISED; STD AS OF REVISION DATE 04-11-17 Zl) /� Ile 4e . v,?_ 3la-1-11 >ZQC>_� Tf9 COUNTY BUILDING DIVISION APPROVED Y-\ 10 r3 101v T-airpoint 1,2476231"A. ./l'M2 Sr DARE FEET 2".wne our compn, hos a cor6moa pncUcl update pmtr;A ftroT Flan lays -ns and dimerrurs sTmn -n thlr Iftemure ire zyhjcc*, :t chcrcg wff.cA acd�&. cr CorrAwl". and desim apnftqicnq as wet as feshro prem0ed om cw.t�"xd, ttmmfm mhould a& be �A m onsIl 7ommmfilon diva. nri rv.� rm- be z"f�..j it 0 �#rlas rr rodel��. Do 14NIer 41 Frmida wear-!?, q—o-datz ir gurralian sr (mailable w9ans 'orl SFVJWZ�Jum frx MIT Fane. Z )� C -0/,Y 'MEN IMEW son OWENS loom INN INN MEN son mom mommommool v,?_ 3la-1-11 >ZQC>_� Tf9 COUNTY BUILDING DIVISION APPROVED Y-\ 10 r3 101v T-airpoint 1,2476231"A. ./l'M2 Sr DARE FEET 2".wne our compn, hos a cor6moa pncUcl update pmtr;A ftroT Flan lays -ns and dimerrurs sTmn -n thlr Iftemure ire zyhjcc*, :t chcrcg wff.cA acd�&. cr CorrAwl". and desim apnftqicnq as wet as feshro prem0ed om cw.t�"xd, ttmmfm mhould a& be �A m onsIl 7ommmfilon diva. nri rv.� rm- be z"f�..j it 0 �#rlas rr rodel��. Do 14NIer 41 Frmida wear-!?, q—o-datz ir gurralian sr (mailable w9ans 'orl SFVJWZ�Jum frx MIT Fane. Z )� C -0/,Y DEPARTMENT OF BUILDING AND SAFETY TYVICA.L UNCOVERED LANDING DETAIL A covered landirig requires. a permit. M.inimuni size:3'x3'."Maxii-numsizc: 4'x47 All Uncoveved lariding fargcr'thajl 4:1x4' and niore than N inches above grade requires d permit. 10 I All uncovered frainim-, luti-Lber and decking exposed to weather [$ requ'r' t cd*,.tb, be naturally durable orpressure trcated'vvood. Decking, may be redwood, prc,8surp- treated Qr COMPOSIte 4' n)ax 42 min PT 4* 4.with VC44- or. equal 3/8" x.4' PT lag scrb�.y s. -Grade PB 44.6r-eaual More tlian.3..Fls.er.s::.handra..i..I,required .3,4" to 3S" off. ni.)se of tread . 2.x decking= red*06d, press-urc Heated or co Ris61ru'q can.not'vary mo r. ip. t .... from landing to g -aft A, 7 34'ma'x. rise to"filifi. r.41.1 .2x --j - 2 P T Pressure treated /'red' i od — ' * — q by 2" deep,�=- -Qo0Rg§ concrete io.t...; (ma" - level wish grade) iWO. 1-X-.4-crp.'s9;brit'-rtg tqqt4re 2 dkeftipfts--_sct kqlqv .Pi*!'t.'m,a.nen't:foiin'd,iition:m'obile home- Ianding.-s:requir: e46-o.fings:-as cfei-alje&-above Redwood, Pre5sare.-Treated cir'.Man'u.factin-ed D4 I[ TWnd frbry op riser. td-,bot6m riser er 2'x 6 t ibro.§s: brace. not acc'eOtable 2.x6 Qth&:shAp6s niav*bP-ac6 ep -tAblc Soft $'ef:Miciliile kdrife Widi-ngs:-do not. -require: faotihgs and. must use pressure treated -vvoo( . I n. or redwood: NOT M-00", 0. - KE -.'0 :N':PE)(..'WAKENT"-WtN'DATION L6 adia" are requir ed. at:aH ekiLs'aftd at bottom ofstairs'(width-of exits X 3,6" in. length), .gs 'NOTE: 7 3/4" niaxiMu.in step down. to. landing. 1-,).rovic(ed do -or. doesnot. sexing out river landing F,/e- Wtp,- G&VER_4 L REQUIREMENTS STADMA'YS 1 — 1/4"Ml N.. 1 -1:/ 2''MAX 1�/8",M.IN. kAb.'I.US-' (TY --P.): Fig.,49 MODIL-E 'H ME �KIFTIN6- I)NISION ED MATERIAL like wood Siding, 5tUGGO, masonry, or concrete.' Metal Skirting or' latticework cAirting mu -,t look. 11requirements.IIn don't comply with county A C, G E c.) c OPENING: An orce55 opening must be provided In the Skirting which meet,, all the following re.jui!-.cments! 1) minimum qbg y. 1) minimum 4 s ft. in area 3) within 20' of the utility connections 4) openoWo without tools s® © Alec;, VENTILATION: Gro55 vchtidotIion must be provided forc mobile home and any attached 5tcucturo5 Such a,, ft. of net area for each 25 linear feet of Skirting. The minimum amount i,, 1.5' -,q. " YhI5 works o I u t to 'a 6 X' 1.4 foundation vent or an -6 x 1(o louver vent about every 5 ' .f cct x 16 louver vent 15 only good 'for. about 6 feel. 6 7 FL -000 ZONE: Ina flood 'd zone, the bottoms of the ventilation opening5 must be no more than 1 foot above ' grade., T . YFIGAL- fKAMIN6 DETAIL, Z -bar - approved skirting material- 5IoPC5 away from house I a" min GRADE 2x4 F.T.'continuoU5 continuous - concrete block 5upport5 2X12 F.T. pad OK- 14133s r---. P, T x . . . Qtdelr- Buiider 'Qu'otel'Confirmation To: 316992 Phone: (530) 891-6992 SECURITY MOBILE HOME SHOW DBA: EXECUTIVE HOMES 3042 ESPLANADE CHICO, CA 95973 Re02-dust:_PENLG7% Option Description PACKAGES' 010661 CLASSIC PACKAGE II: 060110 ENERGY 'SAVER PLUS PACKAGE INLCUDES:oLED LIGHT BULBS N0.DIMh1ER.SWIT6HES 120009 GLIMMERPkG:FAUCET.S,LIGHTS,HARDWARE 120011- 'SHINE PKG FAUCETS,LIGHTS,HARDWARE EXTERIORS 075400.° EXTERIOR BODY MONTEREY CLIFFS2 075600. EXTERIOR TRIM POTTERS CLAY2 075500 ' EXTE310R FASCIA OLD REDWOOD2 075900 EXTERIOR ACCENT OLD REDWOOD2 SHUTTERS 075600 3-TAB:SHINGLES'CT-IMIDIRE BLACK 184663 HERITAGE EXTERIOR PACKAGE ® 130019 W:U.I. 53'�$ ABOVE 2 -SECT. NOT BAL. I FIRE RESISTIVE EXTERIOR PKG SMARTPANEL EXTERIOR SIDING 180056 9' HIGWFLAT CEILING.2-SECTION HOME INCLUDES: 3/12 NOMINAL'ROOF PITCH, (4.f12 NOMINAL ROOF PITCH 20'WIDE) UNDERSLUNG AXEL.S.ON-,i 3'-6" AND -10" FLOOR WIDTHS W; 12" l -BEAM 150012` BOARD & BATTEN'16"O.C. FDS & FEW 130077: PAINTED WAINSCOT.EXTERIOR FDS'& FEW 130179• HORIZONTAL GROOVE SHUTTERS FEW &FDS WITH LEDGE BELOW._ 280065..40# ROOF LOAD'(PER.L.F.) 060001 03 INSULATION IN .WALL 059996 R-36 INSULATION IN CEILING 060010; R-22.INSULATION IN:FLOOR 280041 15CB ROOFING FELT MOISTURE BARRIER 130084' NOMINAL 12" SIDEWALL EAVES ALL BRAKE AXLES IF OVER.14',W/EAVES ' 130119 OVERHANG -NOMINAL 12" FRONT ENDWALL 130133 OVERHANG -NOMINAL 12'. REAR ENDWALL 180031 'FOUNDATION READY . (NO Z -BAR Wi FULL LAP SIDING) INCLUDES 7_ BAR 24000S. ALL -BRAKE AXLES IF OVER 14• W/EAVES Quote: 76642 Quote Date: 09/14/2017 Sales Rep: DOUG W ROGERS Sales Note: Model No:91FPT27623AH17 Model Desc: FAIRPOINT 27623A Print Date: 09/21/2017 - 4:43 -PM L K \nf� o\0\0 3b9 eel 9998 OLD PLACERVILLE SACRAMENTO,CA 95827 Phone: (916) 363-2681 Fax:(916).363-4537 Ordered By: Drewing.No: 9127623A Qty Price . Option Description Qty Price WINDOWS 1 2895.00 140205, 2" BLINDS, MOST WINDOWS. 1 1 95.00 140210 LARGEWINDOW OVER TUB-(PKG ITEM) 1 140195, .CHANGE WINDOW SIZE i 300.00 KITCHEN WINDOW TO BE.30 X 60 i STD' 140020 ADD ONE OPTIONAL WINDOW IN EA BATH 1 1 (WINDOW SIZE PER PLAN) GABLES & DORMERS 1 028078 FLUSH DORMER (12,SW OR 16'DW) 280086' RECESSED CEILING W/ SQ:CORNERS 2 500.00 1 AND CROWN MOLDING IN RECESSED AREA - UP TO 20'. HOME MODIFICATIONS 18999 ADD ARCHED HEADER WALL DOUBLE 'WALL 1. 250.00 1 1095,00 ...., 1 1695.00' ® OPENING TO MINIMUM 48" CENTERED ON WALL 1 2250.00 CABINETRY. 076026 TALL MOCHA MISSION CAB DOORS 1 "OPTIONAL SOFFITS PRICED SEPARATELY - 1 076012. WHITE' FURNITURE BASE CABINETS .. 15 1500.00 1 KITCHEN ONLY 1 STD „ 076014 FURNITURE O(PIE FURNITURE CABS ILO HRDLND(LF) 13 100.00 1 40.00 1: STD KITCHEN ONLY 1 300.00 i 1. 300.00 076016 CREAM WHITE FURNITURE PAN/LIN CABS „ 2 •460.00 1 STD KITCHEN 1 STD 110198' BANK OF DRAWER IN.MASTER BATH 1 STD' -MAY REQUIRE FIXED TOP DRAWER 1 195.00 IN SMALLER SINK CABINETS 110150 2 DOOR WASHER DRYER Obi CAB HRD WOOD , 1 090029 UTIL RM.BASE & O/HEAD CABINET HROWD 1 995:00 MOCHA MISSION 1 STD r >ax,,. IMPORTANT: Manager must sign. date, and return this confirmation by fax In order for home to be scheduled and bulli. .. X � flames Quote: 76642 Customer: PENICK PrliitAd: 09/21/?.0174:43 PM Page 1 of 2 i OptionDescription Qty Price Option. Description Qty Price ICITCFIEN'Oi'TIONS MASTER BATH OPTIONS 076500. FORMICA TOP CARRARA BIANCO 270050 ADDITIONAL SINK IN EXISTING LAW INCLUDES BACKSPLASH 092050 FORMICA BULLNOSE IDEAL SELFEDGE 122140 OPT MASTER BATH INCLUDES: 1 995.00 "CLIP ISLAND CORNERS 45 DEGREES" SEPERATE STALL SHOWER &TUB 092054 CLIP CORNERS ON FORMICA -ISLAND TOP 1 STD DOUBLE SINKS, BANK OF DRAWERS AND 077800 VINYL FLOOR DF 9510 (LIGHT TILE) 1 LARGE WINDOW OVER TUB (PER PLAN) 270056 CLEAR SHOWER ENCLOSURE 1 250601, PLUMB FOR 10EMAKER 1 75.00 039999 OMI -TUB 250005 GARBAGE DISPOSAL (1/2 HP) 150.00 1 164.00 080060 OPENING FOR SITE.INSTALLED DW 1 95.60 GUEST BATH OPTIONS . -. PLUMB`AND.WIRE'•F.OR DISHWASHER 2501`40_ P(2EP..FOR MICROWAVE RANGEHOOD 1 95.00 076500 FORMICA TOP CARRARA BIANCO " 1 WtRE;EXTRA'20,AMP:CIRCUITTO INGLUDES'BACKSPLASH RECEPT`;W tbE RANGHOOD OH CAB1 092052. FORNICABULLNOSE IDEAL SELFEDGE ADDITIONAL CABINET'BRACING 077800. VINYL FLOOR DF 9510 (LIGHT TILE) 1 ' 214066.,'SINK 8".DEEP' STAINLESS STEEL'50,50 1 STD 274933. ELONGATED'TOILET 1 STD . 2601:00 mrsTANDARD REFRIGERATOR 1 -330:00 119100' MEDICINE CABINET 1 • . 261:1'00'''OIAfTSTANDARD'RANGE'. 1 -275.00 F1-0Q.R'GOVER.INGS" 329999 KITCHEN FULL WALL TILE'BACKSPLASH 1 995.00. ` 020114 CAR?ET MANTRA703 WOODSMOKE 85 VIGOR/DOVE GREY 020090 ` ENTRY.;VINYL DP9510 (LIGHTT ' ILE) *-*- 020111. 5-':/4" COLONIAL BASEBORDS IO 3-1/4 1 145.00 259999 SELF CLEAN GAS RANGE STAINLESS '"• ' 1 ' 1 5s0.00; ,INTERIOR DOORS �,�111 c FFGF30531-S 100143 LEVER DOORKNOBS T./OUT 1 •• 160122. PASSAGE DOOR TO UTILITY ROOM: 1 WIAIRRETURN'OPENING, IN WALL ABOVE UTILITY.RQiOIUI 110130 TWO PANEL INTERIOR, DOORS THRU OUT 1 '. STD 076500',=ORMICATOP CARRARA BIANCD 1 • " INCLUDES BACKSPLASH : OMIT DOOR TO MASTER TOILETAREA 07746(,' VINYL FLOGR DF;9$10 (LIG' IT TILE). 1 279961 METAL SHUTOFF VALVES AT WASHER/DRYR STD MISCELLANEOUS 03001.4' _PLUMB FOR WASHER. 1' STD 150015' .PLUMB FOR -WASH ER LWIRE FOR DRYER 1 STD 200020 UPG'DESIGNER GREY INTERIOR PAINT2 1 495.00 2701.33. 29` GAL GAS WATER HEATERS TD 010000 'BULLNOSE DRYWALL CORNERS 1 " 270136 40GAL-GAS WATER; HEATER ILO 29GL GAS 1 270011' GAS.FURNACE 80%. EFFICIENCY RATED 1 STD SHIP LOOSE 160120 CEILING FAN - BRUSHED NICKEL 2. ELECTRICAL SERVICE4 OPTIONS 08001.0 All REANDBRACE.FOR CEILING FAN3 210.00 ORDER SUMMARY (REPL-CEILING LIGHT IF.APPLICABLE) Base. Cost of Home 080022.:, EILINGIIGHTS IN BEDROOMS OR DEN 1 Surcharae Arnfount 050036..:QEILING FAN WnIGHT- BRUSHED NICKEL 2 300.00 ' Options Total INCLUDES WIRE .& BRACE. Association Dues 060026. CEILING:! -BOX WITH. SWITCH 2 100.00 MHI Dues SPECIFY IF:FOR PENDANT LIGHT Quote Total FOR'P.ENDENTS 060082. RECESSED LED ' 16HTS 2EA IN. DIN/RM 1 STD ,�< t �' ` A- 086 572 RECESSED LED NtAIN;LIG�TING T!O HOME 1 STD 0801.13 LANTERN. EXTERIORPORCH,LIGHT(FRONT 1 STD 0801.14 LANTERN EXTERIOR PORCH LIGHT (REAR) 1' STD 080052: US.B CHARGER + RECEPT ILO STD RECEPT 1 45.00 080051 : RECEPT. &-TL.J-BOX. (1. EA.- PAIRED) 2 170.00 TV/PHONE COMBO BOX'& PULLWIRE 5' FR.0M FLOOR 080016 TV/PHONE COMBO'BOX 3 '105.06 NO. CABLE.OR PHONE WIRE'INCLUDED .080045 WIRE. FOR A/C 1 .110.00 160075 17X17 COOLER VENT Nr/ 5 -WAY SWITCH 1 195.00 ..- ItdPMfANT: Manager must sign, dale, and return this confirinatlon by fa>1n order for home tope schedule . ncl built. - •. _: X , horn�2(y�'/. i Quote: 76642 Custom ENICK Prin'ed: 09;21/207 4:43 PM Page 2 of 2 6 FOlindWionSystem. 1h9t011at on lostions fere cif rn a r fog Gro ' I d . Co cre a sys�e s . , Caltfom a Residential Code (CRC)20.13, iii .05mph, xposure; a seismic Desgr� Ca fega C . y Tie o n '»gin�enn� I er�'►C �Yrli IV I Y0 ®v� ®, Mal a, cmc G `���� �o a 5�� : Ehgih6ar Appr,6va9. Sate A ro , yy ' T,tiEiNPA iON'SYS' F.M. 4$,AN''D ayATL"TY CGDE, SECTit] 1,83sI APPx`LOVED i AhFPROVAL DOES.NOT AE3iIiORE EOR tiPPtt�VE:AI P QMSSStO i$ OR UEl €A7i0 7'kiL03( r`u;REMEKA p� .$iEEL@emi �$(if677113 ... � 1�• }� .' I3�anrtz-�ecit aiIioiiiii� �n� Gbmiriicrii�.Y}�sae4�gr�ic� : • , O rcor». iBiD.SfANB itD9. F —M2oor retelystem R 1.7-17 70 Fl L'ESP G r ` 066-360-020, t AUGUST 9,•2017 R EPL MH I PFS (15)30) r 3.f ,M2 Foundation, System .&s.tgiillation Instructions for :California for Ground & concretesystems. CRC -2013 85 mph Wind, Exposure Jr teishlic Category eg y C& By Tie Down Engineering REOUIAEMENTS: -hese pidns.,and sp*'e"c*ifiedtio.ps meet the requireme 0 h 13* -WindA Seismi.6 Requiter' 33. and $..Ystem,. with either a. concrete, footer orthi .qf or in pface:of we of.the: piers . required by -t the MMOAandtAdWret'g setup. et.up. instructions.. The systems; must- be placed as evenly -as. possible, when 4 systems are needed they:ar6. to be'°instalied 0`either the -first.; r second pier in fP -each -home'and.-When AJ -5th s s e r M. end of the, rd or Yiti mJs sy9t such Eis-'IM needed' it should go. *6 : Y at themid-point 0f the home gQ-4pp.rQ,.j.:-CbmponertW IfieXi2 l of .; em Io w r­igiudinal stri'dt"and Ofiredtifig hardware, may end evon&the Pi.r. fo. cation.Aakimum Ve,rticai. projection -atsideWall is 9'. Hi het'wall§ may be. us'ed,wlien the de$ignloads'are aoJusted :accordingly: g e 14in%rdil.'spacing must . Must.be.7.5.5"- — 99.5" *Fkcept,95799.5' -for single section. TbeJaiera(and longitudinal.cqmponerts o th e:AZSysietreplace standard fram e sAdditional Vettical. .anchor ties that ­..; �arei.u.niqqe to .a hoMes, design; may tie required. 6 y jh6bofne manufacturer Thesellocations: . :MAY, ihclOdeI.:sh8at:WaIj8: mafejaO6 line, idge, beamsupport r and flm- plates.'Check manufacturers:. -posts, set=up requit6triefits., Maximum -pier heJghts.48?. -Except 36",mAxindmfprsihgIe'sections: 'SteOpiers. mu9t',b8-fastened 'to:the 1 -'beam with c4 -m08pr().Vid6d,wi' with steel pier. Designed for up o: A 2'roofg[60e. *-:Rc6ot 26degreos max - A 2p.itch),fQr'si lei ,.(4 . 37. ...qg_:.section.. . F!"Oodl6ne.-Ai, AlEor-,AH Zone flood plain (riverinie-of. inlind, flood.',area); ., Max flood Velbdity'-I fps: No waves,; :Bottom of, home. main beam ls. at or above BFE;,;'bottom of main beam max 36" above natural grade. Not 80616 for, V zones, coastal A -zones. OP'flodfta iys.. I nstal I Tie D6*n'EA.gine* eflngancfii 0 Ta`pprjabje (on page f8) to, :Designed to provide resistance to seismic. Category &.:D Earthquake hquake:Loads. 0 1 Add#Vnal,' Reauirenferits for Concrete Systems. Poured ::dbkt-'dte,mu§t;..b6.:2,500. PSI,niinimum at 28. -days.. M� .SquAt.e".-*cdncrete:.OAds minimum i is .18?' wide by ' 12" deep R fid .c.on e cr6t . pads mihimumjs 1 _ p, ftgs minimum is 18" wide by'l 4'Idno- by`6"deeO;.Tull slab - mirihifth ig-411. rt )(12:"C.Qm"PO.ne.nt*.s:exceedHUD code -8290 306 g.r equirempts. g.."Afthoting .0jUipmeht.,exposedo weath6riijo shall hdve:a; resistance to: weather deterioration at;least I ioration a ent to that provided by.�a:: e. - 1 -.1 ­ . equivalent ... . ­­. .coating zinb::orI.steel_of not less than - 0.30 ounces- per s_-quiare-f6otbf §4facecodtiho....." ftqe: 2 of,*8 Installatoon_ ®f XI2:. Ground Systems . 1. identify the number of systeins'to be used 'on the Home .using :#tte: chart provided: 2, Identify: the location wtiere'the systems will be iriStalled: 3: Clear all organic: matter and debris from the pad site. 4. Place U -bolts.; through holes. in pan provided. 5_.. Place pad centered 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 pier aceording.Ao state; Local or Home Manufacturers guide!ines..(Figure 1) 8.. Attach the end.of the srhallertube to the. inside of pan using U.-bolt.&,nuts-provided pp. p 9. ;Attach the: flag end of the larger tube. to the o osite 1 -beam, using the. "J" bolt over the to .of thekbe�am With the.: nuti washe(provided. (Figure 2) 1a: Install a minimum of 166t -#12-x 1" tek scr`evus} self -tapping screws into. the holes provided in.the: lateral strut o that'the;two tubes.re corinected'togettier. (Figure i) J -Boit Nut & .Washer 1-3/4" .Tube . Lateral.5truts.Strut: - (flag end) - ='.� ";�� °a. 1-1%2"Tube - ;>;��: • s " = 4- #12 x 1' rek 5crewe a r Ul Figure 2' U=Soft &.`mounting Figure 1 Bracket�r M 1'1: !ns#all. frame 'bracket clamps .to I-beam on in siof block/pier Do:not tighten:hut de s atahis.:time. t 2. Attach longitudinal; strut to U=bolt in pan using3. nuts, provided; 13..1nsertstrut:in the: frame *acket.:clamp attach with r bt grid bolt:Do not4i.ghten at .this time:, 14. Puli'tiie frame brask'et`clamp with the fastened. strut 'outward: to remove: any'slack: 1.5: Tighten. all; nuts: and 'bolts on 'the.;struts ` hd � beam clamps: s rood Pars eta�l Xi2 Ground �"`` 5y5tem xi G** System • ����� Part Number 59306- C OdOs 9306 cludes 5' Sfrut; pada, hardware kite (#59329 ; includes ali riuts'atitibolts): AlX I`ongi-Witlai ttardudare:Kit` Part Number 59331 �R �j Includes2 I beam brackets & 2:Uuuith.All :nuts and bolts; A ®> t lat�ra6 aril Lengotudrial.Cor�b�natiimn Part:Number 593.33 - Ground Longitudrna! lncludes 5' Strut,: Pad, LongituJmal Strut Hardware Kit #59331 1. 1959329) Lateral antl i On itutlinal Hardrivare. Kit-with'all nuts and bolts:. _ r r Ow ltudinal5tr.Ut Struis fes.'longitud�nai Sysitems L 9 W #59330 4.4 Part Strut Fier Height; r�Fs Y #59330`.65 N. Length Up jQ . 1> 5933U-4'4;. ;44" 4 Blocks or 32" 59330 65: 65." 6. Blocks or 48" Lateral & Longitudlrra! for. al®We l �eaart A#taChtneat$ .Ilse: ' Comhlnatian #59333. 59352 D6016 Beam Longitudinal Bracket: 29329 3 Doub;e Beam aateral Gro und_kit C-Bearrm 8_racket: Kit. 4 `tor C. ®r.:BR Beams used • .. • _ #59.618 •, 59.61. ' C:Bea in Bracket :kit ' 62. Single Sectmon. Hanle Boubte Secftion Home Tri fle: secit®n ®s>I e Xi2 Systems `' 0 -62'' 3 Xi2 Systems* Q g2':' 4 X�2 Systerns Xi2;Systems . 5 Xi2 Systems: *21i2 sy stems can tie laced at eithec:end ofaheaiome. Y. P Diagrams je . p .T e .5ent exam0lesof dbubl,q and trip) 6,;Sb ' q - tion _offsels-, Total size is determined by. th'dl6noth of unit plus The jiurftberofsys�tems peed -ed, . " needed -would based on. Home Size Chqrts.pn 'tho: bottom ; of ' - '. page Offset, Placement tn'st 11a, tion. of A2 incr 0-Syrstem Identify the number: of -`systems to' be used on th.0 home using hp cfi ar"(provid.ed. 2. 106ht !heAdcAti6ft heFJ6e yst e ms will: be installed Buill pier according tO.SW6, Ldcal.*or, Home:.Manufacturers :guidelines. 4: Drill T'A ee .016S inl[Wcobbrete using holes,in 9AIVa*n'iz'ed*brack0t-asa guide. 46h'brack6t,16concrete ,pad :Using,.3/8"x :34/2!' wedgeanchors :p roVided;: Place.. nut washer on.anctior; leavobno.ugh room f6 '1'to,:2'.jhr'6Ad' 'h .... r s s owing, on top of bolt. ,Using ':a.hammeT,.tap thel:wed* g.6 bolts: into hole 'ThrOu leaving .qh.* bracket; leavii nut &'Wias'her,flush, with, -bracket. Using 4:.q/i;6!i:socket wrenchi-tightQh,.:w'edg' VV p,, anchor': bolt,: securing bracket taihie :cqn�cre`te:." ;5. Attach the end of the -smaller tube t0hei: bracket mounted on the paq,usiqg'the grade ,5 - 1=112'! boft/nutprqy.iOed, ,6. attach the flag' 66d of the larger tub e,to' the opposite'kbearn using the -IfX - NO over the top of the I beamwiththe -nipt washer provided (Figure 1 .next page) J. I.ft.stall".aMinimunioffour. (#1.2*x,l°'tbk'-ap screws); lf�-t ping. scr6v4s irtto'the.. holes. orJoW&Mh the lAt6ral,stirut-So that the'two: tubes are -connected . together I . , I- .. I _ — , ..I.:, :.... .. : . I , 8. .0$ ljramebratket clamps i -n-.I-.beam-.on the inside of block, pier.. 0 '9.. K it" mp:'ain'& attach;� with: nut:bolt ;4A fi se a s ru . inV" ,� ra e' br.ack6f­ Oppositfflend to concrete bracket, 10, Pulft* tr9me':b.tack0t,'cl9M0 With fasten6d §trutoutwardito remove any slack. 1.1; Tighten all nuts : and bolts on'systemi. Dome 'C xs o M2 ona X72'.0 Y . includes 5'.Strut;;Bracket, & Hardware Kit #59315-1 5y5tem, with °ail nuts anti bolt:. V� A L®ngittitli!nai S1�ts •fbr ' - L ®ncrefe Systtrtas" ; Part f1io. Length Pier Height � ������_ ��� �: • � � ��� �� x . Y #59013 .: up to 4 Blocks 44' f #5981,5; up.td 6 :Blocks° • `�. cam: "K ;'�'`, �:1,,.z , • y i`a�ngittad'na1 Hatdi�ace.Kit - � Part #59263 r includes 2 sets per kit {beam, bracket; nuts; �q bolts and:washers; SXR-e,�Lr,� lateral and:Lang ttrdiiiai: bitibih-ti Part #59332 y , f � .. " , , a , . tongtudlna►.. { fnciutles 5 :.Strutt, Longitudinal Strut (#5936.4), strut I..', d' - _ ,. '• Concrete Longitudinal ,Lateraan.londmaf Hardware; Hardwar- e Kat with ail nuts and bolts: : Fdr ®�nble :I begm AttachriDeii apse f 59352't � . D©ubl� Beam Longitudinal. Brackef • ¢ �� 59329'4 DQU .Beam'-Cateral .Concrete kit iNut & Washer m 4 r G Bearn Clamp r, . F-••--Bra , et _ t ' - .,1;-Boli . ., ,=�'-��.�=`;., � � � :A •. 1=rgure' yrS ', � oy��: • w' Lon itudrrial ?s ' . ;di,;•n.:C,"y�tkk ,,.,;�!="`.fit' s tl r .. ... KMO ANI z :des W hi" ate®n: Piaceirraatet =.. agE6of8 : r FEM.A.,Flood , Zoi*.s A, AE &,AH Ahchor placement to'tie the. same OA single or multiple sections'.. Evenly'spaced from the end of unit. "between Xi*2 placements. When Using concrete anchors in Lieu of ground auger anchors, the Mass Of Concrete .Per Ane' ' chdftorn chartwbuld be: 21A Cu. Ft.* (Ex�arript0;'Xx 3'x:2:5' =22.5' Cu. Ft.,. 2' dia..x;8.5'= 22' Cu. Ft.) To Reduce the Mass of Concrete, increase the: number of tie downs proportionally To, Rbduc6.toncrete to 11 - cu. ft (Example: 2.25' x225' x 2.25'=11.4 Cu. Ft.) d6ubletfie:required number of tie.downs-, toncrete, Anchors: Concrete .,must .:.be -2500 PSl minifton. slIa­ with' 4." minimu,m thickness and ;must ust allow 4725 -lbs of vertical tension on-anh r ithoutliftifi0-Mifiimum*distance from the anchor : .a019 q0q.:0d9q:,0f the slab is 4" trom.Qnk edge and 8ffrovan other edge Mlj2anchor'i"d'' Y is.'b Minimutn'thidkhes atl6cation:-underandh6rio s al.60w. V'emb dim6rit-Of Ancho '-MICS2 . anchor I is desigped'Wbe installed' r. .in dry soricrete. Drilla 5L8" x..3"holein-the,slab 'place expansion bolt in hole; place washer and.Qt over tiolt and.,tighten -until.:m'aXimum expansion is achieved. Remove -nut --and Wa - shp(place And::afich6r: head overexposed bolt and place -wdshe'ra I. P hut: black ort threaded bolt.and tighten nut. G rouhd,.,Anch6rs All Frame: ti 6 -ground anc . hors.must be stabilized to prevent hori 6n tal.sliding through thesoil. 1. Position- anchor at' a;sfiOfback angle so that w h1en Fully insthIled, anchor2..For vertical oratabtl zed . (Deeppqt) anchors, fully drive anchor into the :qr..ounq.., 14.6rizontal,rra ii -,anchors install 2/3 of way in gro6nd,arid. '.(. . rn.e,�re) install .stabilizer plate vertically within'3%4" ot the shaft, Pafallelto-horne. rive anchor fully into ground Until- head te.sts on plate and'attA hstrap,Rrete rigion.-strap to. 0611 anchor against plate with headslia,Mlyovertop. Fraifte Jie, With Buckle - 1. Ihstall.:strap. b_yh inside of Th6.frame :pps in 'theeriftetweenth beam znd.floor. frame:2; Position the;'bucke; atttie;iipper end:4f the "1" beam W ptheieficlof the strap around the'I" beam. Thread the end :in the, buckle 9&6howri. Puth.the.eftd.dt the ,strdp:in b tw e jeenthe"I"beam and floor., Ibll'.jhe-stt' —ki _4pl. rpa. ing certain*.14. buckle stays. i6 position. Tfirdad I Qose end.`of.9trAp!thto'Ugh the slotted tensioning 001t.atta chi dto t1161666ion e .fi6ad.of*a anchor TiOo%hslotted bolt aminimium. of -4-5 turns until lislack. .. . 00 a ih:strap is.removed - 1774 H :Page 7 of 8, Flotation Anchors TOM Singlle Section Anchors. PerSide 12"x 40'— 16'i.80' 12"x40,-16'i80' Muttiple.Sedtion. 210' x 40' - 2.0' x 64' 2 24'x40' -24'x56' 2 Over 561 2 28' x 40' - 28' x 48! '2 28'x49' -28x72' 2 Over 72' 2 32' x:56' - 32':x 64' 2 Over 64' 2 L a, L MIJ2 "J" Anchor MICS2 3. Stabilizer. Plate MMIN Anchor 01,0715, 0531161 Soil Classification Chart 1 Soil: Soil Description Recommended Anchors and Stabilizers U-Bo►t 1/2-1:3 x 2.63, x 2.19 thread 1-3/4 zinc Class Model # STK# Description 1 2 Sedimentary and Foliated Rock M12255/8 59090 30" x 5/8" rod / 2 - 4" helix M12233/4 59095 30" x 3/4" rod] 2 - 4" helix 1 59292 Stabilizer Plate 2 3 Sandy, Gravel and/or Gravel M121-15/8 (GW -and GP) 59080 48" x-5/8" .rod / 1. - 6." .helix M121-13/4 .59085. 48''.x 3/4" rod / 1. - 6" helix Deepset .59091 301''� 0/4" rod / 2 - 4" helix with stabilizer cap 1.0 59292 Stabilizer. Plate 2- 4. Sand, Silty Sand, Clayed Sand, M12H5/8 59080 48:' x 5/8'' rod 11. - 6" 84533Z: Silty Gravel M12H3/4 59085' . 48" x 3/4" rod /I - 6" .helix helix Deepset 59092 86'.x 84', rod./ 1 - 4' &'1 - 6 helix Withstabilizer'cap: M148 59086' 48" x 3/4" rod /2 - 4" helix M142 59128 42" x 3/4" rod 12 - 4" helix 59212-2' 59292 Stabilizer Plate 10926. .Higher class.anchors.can be used in lower class,soils. Example; Cl SSA anehorsiean'be used in Glass: 3.soils, The required.flotation:anchors shown in the table are in additiorrto any other anchors or hold down devices required 1iy.tfie manufacturer. See requirements; bullet 5, page 2 of 8. 6 10646Y Hex: Nut 1/2=13 Grade 5 zinc. Xi2 Hardware Breakd' #59329=1 Hardware for 59366. lateral System 1 84533Z' U-Bo►t 1/2-1:3 x 2.63, x 2.19 thread 1-3/4 zinc 4. 10556 Tek°Screw #12.x 1!! 1 106312. S6 1%2x 5-1/2 gtadet 5. zinc 2 10640 Push.Nutli2 i 12107 Flat Washer 1x2"'SS 1 10646Y Hex Nut 1%2=13;,grade 5 zinc 2 10519 Hex Nut 1/2" w% Serrflarige ----- ----- -------------------- #59331 longitudinal Hardware, for 59306 2 59272-1 Beam Camp. Base, 4 59272-2 Beam. Clamp. Top Flange 8 10926 Carfiage Bolt 1/2-12:x.1-1/4 Full Thread 1.0 16646Y Hex NiA 112-13 grade 5 zinc 2- 10801. Carriage Bolt 1/2-12 x 2-1/2 Grade 5 2° 84533Z: U=Bolt 112-13 x.2:63:x Z19..thread 1-3/4 zinc 4 10640 Push Nut1/2 4 10519 Hex Nut 1'/2" w/ Serrflan9e. #59329 Hardware1or'59333 Lateral and :longitudinal :combination Ii.59329=1 Hardware.Kit. 1 59272-1 Beam.Clamp Base 2 59272-2; Beam. Clamp Top Flange 4. 10926 Carriage Bolt 1/2-12 x 1-1/4 full thread 5 1:0046Y Hex. Nut1/2-13 Grade 5 zinc 1 10801 Carriage Bblt 1/2-12:x:2-1/2 Grade 5 zinc 1 84533Z U B©lt 1/2-13 k,2.63 x:2.19 Thread 1-3/4 zinc 2 1,,6640 Push Nut 1t2 2 10519 Hex_Nut.'1/2" w/SerrFlange #6931,5-:1:Hardware for Lateral System 1 06312 J. Bolt 1/2:x 5-1/2.Gfade 5.2inc 1 12107 Flat Washer:1/2" SS 4 10556 Tek.Scr W #12 x 1" 2 10646Y Hex Nut 1/2x-13:Grade 5•zinc 1 10826. Carriage Boit 1/2-12 x 3"Grade 5 zinc 959022 Hardware Kit:for 59,307'.1ateral System 2 59264 3 Way Concrete. Bracket 4 10530. Wedge Anchor 3/8x3:50 1 .59315-1 Hardware Kit -------------------------------------- ------ #59263 Longitudinal Hardware:for 59307 2 59272-1 Beam clamp Base: 4. 59272-2 Beam Clamp."op Flange 8 10926: CarriageBolt`1/2-13x 1-1/4.Fulllhi ead zinc 12 1.0646Y Hex Nut'112'_1 3 Grade. 5 zinc 4 10801 Carriage_ Bolt 1/2-13 z-2=1/2<Grade 5.zinc #59364 Hardware for 59332 l iteral and Longitudinaucorn "hihation 1 59264 3 Way .Co..ncrete�Bracket 2 10530 Wedge Anchor 3/8 x:3:50 1 59315>1 Lateral Harditre Kit 1 59272-1 Beam Clamp Base 2 59212-2' Beam 'Clamp -Top Flange 4 10926. :Carriage Bolt 1/2-13 x r:l/4'Fu1I Thread zinc ,2 1080.1 Carriage;Bolt:1%2-13 x.2-1/2,Grade 5:ziric 6 10646Y Hex: Nut 1/2=13 Grade 5 zinc. ... •• •• •• . a i c i i t u i i i u c i. 1- 1!_1 I—I U I - I=1 [-,'1 1 -1 1- J Owner Name �t—" ` t'1� ►-,-,i �.� �j2"�s�- Address / Phone No. Site Location Contact: Name Phone g`\1-�g`12 SCNbS OCcb- Z., XC13 Zoning: General Plan ®esig: Size, Acres AUJ,(Au=ly 1 r,-snk.�.L-u SIZE (AC): ZONING' GEN PLAN: _ USES: r, ( /e, c �) /� /