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HomeMy WebLinkAboutB17-0900 028-460-030ICZ>> 1-I L' co eel W a4l I b V-OC� d-aOl) DS 0 Ar rt'. 10 6 8'-11' 7'— 1 o 15 3 12 :2 Sa`;..y:°it''Jbx60 �x56a� y;''oi..46x8�.�` t �+9 i•C ' _ R � i. � BEDROOM!`2 '� UTILITY '' ^� Z. r . DINING . - } r, KITCHEN„ '- , �I MASTER 4 BAT n BATH I_OPT IOH;' FAU ` �5 ISLAND -- y i•: Hf [� � Snack•8ar`." CJ - -- S z.. `. WALK IN , z WARDROBE' I . _ , C) I 1 PANTRY r :� I ti5r ? . •+ Y,c� r I � • � ��'�,, ; � i WARDROBE clj T ^ WALKFIN I to I� LIVING --.ROOM!.' t`�B�DROOM 3 t. :wARDRoeE , fi ; MASTER BEDROOMrr �a T i`�yi� ""• LaY � + �' '+YFa"$�'53.,; I . . nl .,,•y of It _ r 9 Y�},�..' 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'vIHI • o > X X Z � n C X N D Z iii C m m C v 1.4O X v m C T X A A D Z v 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 HOMESUPPORT DATA FORM NO DBP -52 Owner's name: VJae1 bYQC >r{ rnry k `V�ra S� Home A.P. # 092 - qbo_- D Manufacturer: Olmyy mflt iOA:� LyI t- )PS Manufacture Year:_Q0 I Model Number / Name:-T((R mrx�S Width: (ft.) Length: (ft.) FOOTINGS: Wood - pressure. treated or foundation grade'Q other: SUPPORTS: Concrete block Q other: PERMIT# ti -7- -00103 Provide manufacturer's installation manual, support blocking regmr8UUf C@Ud-�jt /@ q�rRc� VICES engineered foundation or tie down system specifications. REVIEWED FOR Pier Footing Sizes and Locations CODE COMPLIANCE G i nQT'3 + •l ti SINGLE WIDE Line l Line 2 Line I 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): --------------- Section 1 Section 2 ---------------------------------------------- Section 3 MULTI -WIDE Line 1 Line 2 .Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load: psf Siiow Load requirements may be obtained at 0 http://sk.chicomapworks.com/ Insert AP #, view snow' load in lower right corner.. Line 1 Openings: Minimum size pier [ z� ] X [ zy ] ' a Required.at each side of openings over From 1 0 0 wide. -7-'X 34,21 Z J N'1j 3V V I.87 3 y 8 _ Zy x y B -vi't-19 e J. S S13 I . 21'-2" i 02,-- y (co o o N;t,,\ Y 12, ?(' 1 i I 21'-10" ',. I .Il�•01� i I I� i I I I i ------------ � I CI Ci CD Q) OO OO OO I ----------------------------- I I 5'•6" 5' 9" 15,-91I I I I I I I I , \ ' ' I r RIDGE BEAM SUPPORT (BEARING WALL -TABLE #7) I. RIDGE BEAM SUPPORT I (CLEAR SPAN -TABLE #5) ROOF 0 (D ® T 0 ® Q 10 11 12 AD 14 15 16 0 18 19 0 21 22 Q 0 Q LOAD 20# 4080 1 5440 3160 - - - - - - - - - - - - - i" - - - - - - - - - 30# 5200 8240 4000 — - - - - - - - - - - - - - - - - - - - - - DRAWING I PRODUCT: DESRIP.: MODEL NO.: TITLE: CARPET--& PIER KARSTEN SERIES KS60017F K27603A 5°�"R` `T.: 620 DAT` i1 -07-i1 "�""�8 9998 OCD'PIACERVILLE ROAD . SUPPORT LOCATIONS SOcroma Phone: -thellorslenco.com nt0, .CA. 9582% + (9.16) 363-2681; Far. (916) 363-4537 DRAWING FILE INFORMATION: RUN#567/35639 - DRAWN BY: SHEET: % —A REVISED: 02-09-2016 DEPARTMENT OF B.UI'LDtNG AND -SAFETY TYPICAL'UNCOV . E'RF-,D LANDING DETAIL: A covered landmc, requires a permit. Minimum SiZ.C: J, xY.Mamun um size: 4'x4' All uncovered ] . anding I'ar �cr*thavi 47x47 and more than 3 3 0 inches above grade requires d Permit. All Lincovered ft-atning luti-Lber and decking exposed to wcath'et-. 1srcquir*cd* jp, be naturally durable orpressu're treated'%vood. Decking may be redwood, pressure trcated. O:r WmpositO material. 4' niax 42" min PT ► 4:k 4 with VC44- or. equal 3/8'-' x.4" PT lag screw 0.s., More tlian.'3.n*s.ers.:.ha.ndr.a..i.'I: requIred I .30" to 38" off nose of tread . . 10 -6. ii1c.11.61i 2.5c., d.eqki.ngz red*obd, pressure s C*d or cOmpositc Pis&-ru'it -cannQ(-v?fy more. th;gi.. 3-j&".kojn M T. ... lauding to ga06 7 3.!4'nJ'a'x. rise 10'5:1.1i.ii. I r.41.1 P� 111B 44-0,tq, al bare. sleep .%otings 9ncr,-te foo t grade) '.PO.*.'r.*m"-.a.nerit:foii'n"dhtion :mobile hom.c-.Ian.din.g..s:requir'e::f6.o.tilrgs:-as cfeialled*---above Redwobd, P . regsurc.-.Trcat6d'or"N4ail'u.factiirecl- 2'x.- 6 ptmgfrejkeatcd: — I)c 6 Acceptable handrail Vs cX_nd fediii fop riser to -,b ft6-mrj— ser to not acceptable other :sha �,,5 maY'bP.46"epuible. p S-Ofi -Set mobile ftdibe hillidings.:do not...'require: to-ofings. andmust use pressure . treai . ed . -wood or redwood: ' -OT. . :NFUi , 0 — ANE'E'::' MOO",' M...'t ONTE-.kM-AN. T-; --OtN' ATION Laudfitigs are rcqijk.edat:adl exitsandat bottom ofstairs'(width -of exits X 3-6*' ia I No` .F.: 7 3/4" maximum step down. to. lam.ding provict I -ed door.doesnot swing tautover landing GENERAL REQUIREMENTS. STALMM 1-1/4 - " M IN .. 1-1/2?'MM RAPIDS` (VP.)-. Fi: 49 r ! y, WdAs Mia for Ground A C®ncre a yst.es p C06 (00C)201-3 f Seism,�� 6s®gn tego A.: 6 O n or#ng bQ ir64110641106411064110e IV 110�2na,l .AQ��1 /y C 3;01 EXP ._� I Ir :A : 9j, Grou td Sysfem vaa ate-A rova riNUFACTI R-0 HCS1vTAI 90AILE FiQhJE t (1<` �ir(! ( ) y }+ f� y . 1 S. ` FQc 'DATION515TF!I , I�Y��� '� t �.�'>� - a � s��. A21f5D5ArET. CODE CTI© 4 ti�N 1&'331 APP'ROVEi3 `zrs v ' 1 ti ,r`.i., ` '^R?jf>, k\f .1"� l�x'Y'"::'" �'fl' .'Yxl3•'J-i t q t, ,; + APPRO.VAL`bOFS \OT AYMT 10Rf7E C}R APPROVf Alamo , !8&115StO SflRI) 4i!(3T'1iZORlltt',PU!RrLSE1V1Sq , APPL'iCABLi 31 A1'G LaiNYS AN13 ftEGULAYtpidSKll 1 ?�� __• -- . ;saXi".St co ofCuiaforr rn ; IStp¢stinentafHouyrai°iutd.Comsnfoait�TDoaalg$siraen� R <lyr aka, P f A Ear��i3 vrso grc�o�:S�isr:n� Jill JL PA' Vt3 w V 77tk LApLjUr, r 4 a , Page 1 of 8' o�: Foundation Syst m XJ2 e Mai installation Instructions for California for Ground & Concrete Systems CRC -2o13, .85 mph Wind Exposure C; Seismic , Category C & D .9 BY Tie Down Engineering REQUIREMENTS: ® These plans and specifications meet the requirements Of Title Section 1333 and Wind & Seismic Requirements . ....... . ..... .. . . ...... .......... ,.CRC Z013.lir * The Xi2,S System, M, with either a concrete, footer Or the. steel pan, is installed at or in place of one of the piers required by the home Manufacturer's setup instructions. The systems must. be placed as evenly as possible* when 4 systems are needed they are to be installed orf -either the first or second pier in from each end of the home and when a,3rd or 5t . h system is needed it.should'-go. Approximately at themid -point of the home. Components:of the ;Xi2:system such as the, *longitudinal, strutarid connecting hardwarej may'extend.beyond the pier location. Maximum Vertical prqje*ction atsidewall is 9'. Higher Walls, may be.used when the design loads are adjusted accordingly. Main rail s,pacing must. be. 75.5" — 90.5" *Except 95"-99.5" for single section. The. lateral and longitudinal components of the-Xi2'Systern replace standard frarhe ties. Additional Vertical ..anchor ties thatar& unique to a home's design, may 'be required by the home manufacturer. These locations, may include shear walls:,, marriage line ridge beam support,posts and rim plates. Check manufacturers :set-up requirements. 'Maximum pier height. is 48". Except 36" maximum for single, sections. • Steel pier& must be fastened to the I-beam with: clamps provided with steel pier. Designed for up to 7:12 roof,siope. *Except 20 ::degrees max .(4.37:12 pitch) for single section: F1'o6dZ e�:.AjAE,orAH Zone flood plain (riverine or flood area); Max flood. velocity - 1 fps: No On 0 1 Bottom: of home main -beam is at or above BFIE; bottom of main beam max 36" above natural grade. Not suitable for V zones, coastal A zones dr-floodways'. *Install Tie' Down Engineering I . anchors per table ,(on page 8) to resist flotation. -Designed to provide resistance to seismic Category C D. Earthquake Loads. Additional Requirements for Concrete Systems a Pbtired concrete must be 2,500 PSI minimum at 28 days. o :SA.uare concrete pads minimum is 18" wide by 12." deep..'Round concrete pads minimum .is " wide 1'8by 14": deep. -Strip footings minimum m de by 14' long by 6'.' deep: Full slab minimum is 4". W:compnents. exceed: HUD code 3290.3068 requirements, stating "Anchoring e4uipffient.exposed to weathering shall have a resistance to weather deterioration .at least equivalent to that. provided by. a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coating....." Page 2 of 8 I Installation of XU Ground. Systems- I.- Wentify the number, of systems, me Ad. be used on'the.119. using.'.1he. chart provided' 2. 2.. Identify: the: b. pation where the systems Will be installed. - 3. ClOar all organic. -matter And d Oris from the pads ite. 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, uinifl level. and flush with prepared surface. 7. Build pier acbordiriq-to:3tate, Local or Home Manufacturers 'guidelines. (Figure. 1) 8.. AftAdhth6'end oithe _small' erJOe to the i A pside of pan using U -bolt &uts 9. Attach the flag end of the larger. tube. to ,opposite. I-beam'using the "S' bolt over the top .of the I-beam .with 'the. inut -& washer provided. (figure -2) 10 Install a.minimum of four (#12,x 1" tek screws} 'tappings cr6W.s inta,the holes provided in the latera . I 'strut so beg are. connected together. (Figured) -Horne Z Mit& Washer. .5tru (flag end), a4 Figure 2' 11.- Install frame' bradket'clamps. to 1 - beam .side of block/.pie Do not tighten*. nuts:at'this.jime. 12. Attach Wgitudifial strut to. u-bolt'in pan. using - 'nuts Provided. 13.. 'Jnsert,strut� in the frame bracket clam , , ; . . - I. . p,, attach With nut and bolt. Do n.ot9 -.ti' hten:at.this time. 14. Pull-Afte:AaMebracket, clamp With the*'fastened ,strut outward to remove. any sl6dk. 1.5. Tighten all - nuts and. bolts on the struts and -beam. - clamps. 1-314"Tube Lateral Struts. _Tube 4:- #jg z'1 Tek U-1301t,&.rnounting Figure 1 Orackev -Horne Z Mit& Washer. .5tru (flag end), a4 Figure 2' 11.- Install frame' bradket'clamps. to 1 - beam .side of block/.pie Do not tighten*. nuts:at'this.jime. 12. Attach Wgitudifial strut to. u-bolt'in pan. using - 'nuts Provided. 13.. 'Jnsert,strut� in the frame bracket clam , , ; . . - I. . p,, attach With nut and bolt. Do n.ot9 -.ti' hten:at.this time. 14. Pull-Afte:AaMebracket, clamp With the*'fastened ,strut outward to remove. any sl6dk. 1.5. Tighten all - nuts and. bolts on the struts and -beam. - clamps. X12 Ground Parts Detail Xi2 Grund Lateral System Part'Number 59306 Includes: 5' Strut, pad & hardware kit (#59329-1 includes all nuts and bolts). Longitudinal Hardware Kit Part Number 50331 Includes: 2. I-beam brackets & 2 U. -bolts with all nuts and bolts. I. Lateral `and Longitudinal Combination Part Number.59333 Includes: 5' Strut, Pad, Longitudinal Strut (#59329), Lateral and Longitudinal Hardware kit. with all .nuts and bolts. Struts 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. Double. l Beam. Attachment Use: $9352 Double Beam Longitu. dinal Bracket 29329-3..Double: Beam lateral Ground kit For c,or. CH, Beams use: 59618 C Beam Bracket kit a 092 lzt �22 a q m Ground: Longitudinal Hardware Kit #59331 LateraI & Longitudinal Combination #59333 CJS. Longitudinal 3trut #59330-44 #59330-65 4001, GBeam Bracket. Kit #59615 0 �� Xi2 Stabilization Pier Placement for Ground or Concrete F �. Xi2 Pier Placement Extra Pier Placement I Single Section Home 0 -80' (76' Box) 4 Xi2 Systems 4th 4th Double Section Home 0 -62' 3'Xi2 Systems* 631-801 4 X12 Systems *2 Xi2 systems can be placed at either end of.the home. Triple Section Home 0 -62' 4 Xi2 Systems 63' - 80' 5 Xi2 Systems Pane d of R eE ®atNi�. ENGINEERING � -T 1 i I 5th I I I i Triple Section Home 0 -62' 4 Xi2 Systems 63' - 80' 5 Xi2 Systems Pane d of R eE ®atNi�. ENGINEERING � DiAgr4ms.repre.sent T exa . thpiles of double and triple section offsets. Total size is determined by the length of unit plus offset. The nurnber.of'systems, - Peeded would be based ori Home Size; Charts on the 0ott6rn of page 4. ddentif Y th6'number.V systems t-o'be used on fe p6me'using the cha 0, provided. :1O 6 n. tify thejo6tnio i ' Mere the systems -WilLbe installed.. 3. Build pier according to State, Local. or: HomeVanufacturers guidelines. :4.: Driiltw&.3/8." �i;,­ .. ...1. 1 . I x. deep.holes in the concrete Uso .hOle8'i6.Oalv6filz6d'bracket,asaguid6. Aft,adh­ bracket to concrete pad using 34'x: :3-1/2' wedge an6hors-provided; Place'nut . & .washer .on. anchor, leave enough room f6r1to4threads showing on top of bolt Using a hammer, tap g e th,wed' e bolts. into ho'le jnro4gh bracket,. leaving -nut & washer tlush with bracket. Using a;9/16"'-,so't.wrenchijighten wedge/Anchor b cke olt, securing bracket to * ,the Concrete.. 5.. Attach the end of -the smaller tube to the brkket mounted on the pad, using the grade.,5., 1/2,, x -,2142",bott/nut provided:' .6. Attachh-the flg-- end.6f the laige'r tube to opposite I-beam using the "Y bolt ov r, .9 9 e -the. top ofthe1-hiamwith t'he nut & washer pro'Vided.: (Figure 1 next; page) 7: lnstalf tek krewsfself-ta ­iftd.' a jnir.hur*6ffobr(#12*xV, pp Screws irrtdthet holes,' prdVided ih,the lateral,strut so that the- two tubes are connected together ii'siai I,Iram.ea bracket. clamps, on I-beam on the inside of block/'pie , r. '9. Inert'strAin.framip' bracket clamp and attach with nut &tbolt.' Attach opposite: end to concretes bracket: TO.- Pull the: trame:bracket clamp With f astdn'ed strut outward to- remove any slack'. AA -.;Tighten all nuts and. bolts on system. Page 5. of.8 ,Part #59307, Includes..-,: 5 '.Strut, Br6cket;,8, Hardware Kit.#59815=1 ,with all nuts and bolt. Longitudinal Struts for t6fier6te Systems" Part ;N© Length Pier Height #59013, 4410 up to 4 Blocks #5901.51 65" up to 6 Blocks. L.6figitudinal, Hardware Kit .Part #59263 lldcludes.: 2;, sets perkit-l'bearn. bracket, nuts, -bolts and Washers Lateral: and tongifudinall', Combination ,Part -#593.32 lnclUde-s'.::6'�S'trk4*, Longitudinal Strut (#59364), Lateral 'and Longitudinal .. ,Ha'rdware kit 'With. all, nuts and bolts. For. 006file'.11, be'a'ts- Attacliment. use: 5.9352 Double .'Beam' Loftoitudinal 59329-4 Doubl',Beam Lateral Concrete kit Double .Beam , Washer Beam CWnp Bracket J -:061t ,Figure - 1 Lateral Loilgitudlinal b-Deam 7� Y! kit i6stailation Placement Longitudinal Strut end of Horne CE< >; G 'JO -Z Conqrete Longitudinal Hardware, Kit end of Horne FEM.A.Flood Zones A, AE & AH .Anchor placement.to'be the. same -on single or; muffilpI6.sectionsi :Evenly spaced.from the end of unit,, betwee n1i2'016cementt. When,00ig doncrete-ah.chors in Lieu of ground auger anchors, the Mass of Concrete Per Anchor from ch0ft would, be: 21.1 Cu. Ft. (Exiaini.0161'3'x, 3'x: 2.5,' =:22.5' Cu. Ft.,. 2' dia. x3S= 22' Cu. Ft.) TO Reduce the -Mass of Concrete, increase the. number of tie downs proportionally T6. Reduce -concrete to 11 Cu. -ft. (Uamole: 215' x 2*.25' x 2.25'=11.4 Cu. * Ft.) dbuble.the required number of tie.downs'.. 'toncreie: Anchors Concrete must be 2500TS1 minimum slab with 4" miniM'bm'thitkness'.:and must allow 47125.lbs. of vertical tension on andhor.,*withoutlifting. Minimum distance from -the -anchor sh" a,ft.to.6rie_6dge;1of ft.slab is 4" from one edge and 6",trom-any other edge-, MW an 0or is designedjd be i6stalledAnto the. concrete. at thelime. it :1s beingourqd.:Sla4must be 81' midinUmthitknes at ldcationunder.anc hor to allow -Y'embedimento I "J" rod anchor: MICS2 anchor is designed to installed' :in dry concrete. Drilla 5/8" x X? hold..in the slab placeexpansion'bolt in i holeiplAice washer and nut bolt and tighten until maximum m achieved: moyenut -and ,Washer , and. olace:anchbr head over exposed bolt and place: �w4sher and nut back, on threaded bolt.and tighten nut*. 'RIrbundAnchors, 'Alli,Frdme:tie:grou.nd,anc . h.ors. rT.i.us,t be stabilized to.prevent horiz dwal slicing -through the.soiL 1 Position -anchor at ar slight back angle so that when Fully installed- anchor. will be inside skirting Wall.. 24 For vertical or -stabilized (Beepset) anchors, fully drive anchor into the grolund. Horizontal,.(Frame Tie) anchors install 2/3 of way in ground And ihstalFstabilizer plate vertically within 3"-4" of the shaft, p6rallello.home. Drive -anchor fully into, ground until head rests on pi ate and attach 'strap. Pretension strap. to,pull anchor Against plate with head slightly over't6p. Frame 'Re yjAh Bucklei.. 1. Install strap by oAshi . ng, . the end: between the inside of The. . frame - 4I":beam:andilo-or.` 2,Position the, buckle at the* upper end of the "I" beam frame &Apjhe-end of the strop around the "I" beam. Thread the end dfAhe strap tht6ughtfi' e. sidt ,in the- buckle ,gs'shown: Push.the.erid.dfthestrap in betWen the "I" beam e and floor., 3... Pull the strapi making ceftain.tN buckle stays: in position. Thread 16 ose end ."of.sirop.throdgh the,slotted tensioning bolt attached to th0brision headofaft0mr. UqWh slotted bolt aJminimiurn of.4-5 turns until all slack - `iwstrap.isfemoved. 2. - Page 7 of 8 Flotation Anchors Total Single Section Anchors Nr -Side 12'x40' -16'.x80' 1 2 multiple Section. 20'x40' -20'x64' 2 24'x40' -24'x56' 2 Over 56' 2 28' x 40' - 28' x 48' 28' x 45' - 28 x 72' Over 72' 2 32' x: 56' - 32' x 641 2 Over 64' 2 W2 "J" Anchor Stabilizer Plate MICS2. Deepset. Anchor 0107 ,5, 0133116 Soil Classification chArt 1! ".84533Z'-' Soil -Soil De§crilotiOn Recommended t1ass Anchors And Stabilizers 10559 ? • Model# STx# Description 1,0640 2 Sediientary and Foliated Rock M12255/8 59090 30." x 518-- rod 2 - 4" helix M12233/4 590.95 30" x 3/4" rod 12 - 4" helix #59331 59292 Stabilizer Plate Beam Clamp Base 3 Sandy Gravel and/or Gravel' M121-15/8 (GW.an6GR} . 59080 48-1 x:5/8" rod 1. - 6" helix WNW 59085. 48" x 31411 rod 1 - 6" helix Deepset�560.91 `10640 30"''x3/4" .-rod 2 - 4" helix'with stabilizer 'cap 'Hex Nut 1/2" -wl Serr'flange., --------------------- .592.0 Stabilizer Plate Hardware Kit 4 ..'SAhb, Silty S;And, Clayed Sand, M121-15/8 :Silty. Gravel -:59080- 48" x 5/8" rod 1. - 6" helix MIMA .59085 4811 x. 3/4- rod l.. - 6" helix Deepset 59092 N' x 3/4" rod. 1 4" &'1- 6 helix .stAbilizer:cap M148 .59086 4811,0/4" rod 2 - 4" .with h6l . ix M142 59128 42",x 310 rod 2 - 4" helix - 59292 Stabilizer Plate Higher class.anchofs.can be used in lower class soils. ExamPI6; Class 4 Anchors' can, be used in Class 3'soils. the'requ'ired.fl ion anchors shown' otat in the table are ,intaddition 6ianuf4cturer.See-requirements, bullet 5,page 2of,8- to any other anchors or hold down devices requi d by the #59320 -4 -Hardware for, 59306 :Lateral System 1! ".84533Z'-' U-13611:1/2- . TJ' X 2.63A 2.19thread il -8/4 zinc 10559 ? Tek.Screw #12.k 11? 1663,111 - J. Bolt 1/2: x 5-1/2 g4de,5 zinc 1,0640 Push .Nut 1 . 12 121,07 Fiat Wa8h&r 1 i2l! SS 'Hek-Nut 1*064fY, 1/2-w13.grabe-5 zinc .2. 1051 Hex. Nut i&1w/*ger*rflange #59331 ----------- ------------- ,1 re f6t-59306 ;59272=i:'WftjkOOinaUHardwii* "§27 Beam Clamp Base A ean Clamp Top Flange, V '10926- .'Caitia ... Bolt I Carriage /21-12 x 1-1 /4 Full Thread 1,01 Joi*�-,, HexNut:J12-13gYad65zin_c 10801. Carrii4e Bolt. 1/2-12 x 2-1/2 Grade S4533Z' U -Bolt 112-13i 2.63.x-'2.19 th read 1-3/4 zinc `10640 Push Nut 1/2 'Hex Nut 1/2" -wl Serr'flange., --------------------- -------------- '456241,lirdvvairei-fi orS9333Uteraland Longitudinal to mibina on _5q32'9'-'1' Hardware Kit 59272-1. , , BeamClamp Base' 59272L2.,, Beam..Clamp Top Flange , 4: 1:0§26 , ge . Bolt 1/2-12. x 1 -1 /4 fuil4hread Card 15., .10646V- :,. � . ;ex:H' Nuf!12-134ade5 zinc 00801` - ,Carriage'.Boit 1/2-'12 X 2'-1/2 Grade 5 zinc .845-3,3-Z*`-` (1Bolt 112-13',x,2.63.x-2.19 Thread 1-3/4 zinc .12 ;Nsh Nutt/2 -1 '2 ._ 10519: Hex -Nut.1/2"-W/S6rfFlange M, M 46031.5-1 Hardware for Lateral System _­ -------- 1 10631Z J Bolt 1/2 5: 5 112 Grade zi 1 7 . zinc 1 12107 Flat Washer 1/2" 98 4 A0556 Tek SMeW #12 x V .10646Y Hex Nut 1/2x-13,Gfade 5 zinc, 1 10826 Carriage B010.12-12 x 8,Grade-5 zinc --------------- ----------- ---------------------------- #59027 Hardware Kit for59307 Lateral Sys . tem' 2 -59264 31 Way. Concrete. Bracket 4- 10539 Wedge Anchor or 3/8 x 3.60 1 59315-1 Hardware Kit ----------------- ---- ---------------------- 459263 Longitudinal Hardware for. 50307 -21 '59272-1 * Beaft icla.mp Base 4, '59272-2 Beam Clamp Top . Flange. 8, .10926.. Carriage Bolt'1/2=13.x 1-1/4 Full t6read zinc. 12. 10646Y Hex Nut -1/2-13 Grade 5 -zinc 4 10801. -Garriagelftlt;1/2-13x2-1/2 Grade 54inc #59364 364 Hardwar6 for 59332 Lateral and Longitudinal combination 1 59264 3 Way Concrete Bracket 0530 2 10530 Wedge Anchor 3/8 x 3.50 .1 59315-1 Lateral Hardware Kit 1 59272=1 Beam Clamp Base .211 59272-2 -Beam Clamp..Top Flange 1.0926 -,.Carriage Bolt. 1 /2'-13 x 1 '1/'.4,Full Thread zinc 10801 Carriage. Bolt 112-13 x.2-A/2'Gradei 5. zinc .6 10646Y Hex Nut i/2-:13.Grade 5 zinc. - Page 8 of 8 4 DEPARTMENT OF HOUSINiG'AND COMPAUNITy*C 'ON-Op CODES MD'STAND'ARDS )'44_5;-W71' PAX (91$) 327-4712 August 24, 2009 InformatIon -Bulle.t1h 2009-0.3 (MH) antpr I file e, ons= Chapter :u a0ter2, AtUcle 2.3t. "Manufactured H'orn'es. Mbbil6h' d:rtjds #Mar- Mif y ufddf e d H G6 'm hercial Med ularTgnJtion­ResistahtCSystem h" Witdiand.- .-ntnteff areast both rns06tsid&of-m 16h qW ome Parks. b n ­August "h Artiee 23enft0jn'p y,regulations bac o'thepermanent; 10cluding 11 g a awe' efeCVV6 Upon Secretary of Male The- full W)It-of M6.regUlations and - other het0fuvinfo rnlaHarr fi P available We 6611 Th 8, following suj-,nth id�s *ad6 to Aha.* S' M� An.'At*0618 2.3, regulations: wn� �e We 2 tions. 16' that oft gee M0901GY. re9U at ns at were -manuf�i�gtWbdb&ne J New § .. : .. " I - " '.. I s m to after anuary 1 2006i andpooe-.: - epte, M. .,are pt iroiij An j. exempt th e �atjohj&.:g" Articl 2 3 it. aPP Ic P Wrrn submitted poor to - the manufactured. home Decei*nber.3'I 2.References seci.4j6b(� used' mobff6hbj�j6s:- manUfactur u I ItIt6m u commercial Frames, mFJ fly -man fWured homes or 'iitunits man f-' terhber 1, 2008, are ekeirpt.., U actUr6d.'.­;pd6r to'se rom W160 42 f Article 2'.`3,-S' 06, but.tnjust GOMP y With. Artiste f-2-3 section 4205 4200( C Information Bulletin 2009-03 (M:H) Page 2