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HomeMy WebLinkAbout042-080-097I RUC 13 UI IU 55a FREB RRSffS' TRE -E- SENWEGE 5317 gat 1973 V 90 A;,.s7 D51 I IIUTTE Cotnj-� WING DiEpAFrrW.,j14 lb p 0 v %—w V\O yv`e. Btfttr ^mjnty ,. H.' a?ih ■/■/■/1� aura ■sass ©� o p 3 I 0 � m O 3 J � a ,r %—w V\O yv`e. Btfttr ^mjnty ,. H.' a?ih ■/■/■/1� aura ■sass ©� ■tori I ignshn /rul a ,r 4 z A ■curl ■srrrrl {■/rfr/I .MINI NW1 [rrr■•1 ■arse uuul ■roue Lrr\ rrl rrr._.1 2 ouuu■ ■u �il �uuur.us■ iuuo/ r/[[.■ 1291 rr[\r1� M �Jrr/1 _ 1 1 // %—w V\O yv`e. Btfttr ^mjnty ,. H.' a?ih [/�/\�on i/•■ IBM rrr■r/trusts ■■i/ri •///r■ [///■ ■■■/1 [ ] /■/■ ■/■ ■//■1 [•�•7 ///■ \■/r■■■r■///■■/r■ •/rrr/■//r■/■■/■■//rrr[/////1 ■/■/■/1� aura ■sass ©� ■tori I ignshn /rul a ,r 4 z A ■curl ■srrrrl {■/rfr/I . MI [rrr■•1 ■arse uuul ■roue [/�/\�on i/•■ IBM rrr■r/trusts ■■i/ri •///r■ [///■ ■■■/1 [ ] /■/■ ■/■ ■//■1 [•�•7 ///■ \■/r■■■r■///■■/r■ •/rrr/■//r■/■■/■■//rrr[/////1 ■/■/■/1� aura ■sass ©� ■tori I /rul -lowi ■curl ■curl ■srrrrl {■/rfr/I [rrr■•1 ■arse uuul ■roue Lrr\ rrl rrr._.1 2 µy,.. r" .. CC 4p U1 UC W t tr . 1 1 1 1 , 1 1 r-.1---_--lif s t� l 1 SUPPORT' REQUIREMENTS � V � 2;001 5330 • L' 1 . .l: t /S:� 'r1 i''l•i 1 1:):; :t; li K•'rr K i. �: . 1 1 1 1 , 1 1 r-.1---_--lif s .1 � – .._—1�---__..._�_:_ i . ! S•–i�—i— t?' -i•– S _� _ .F" ytt j-1' t� ::RLINE h�`��: SUPPORT' REQUIREMENTS � V � � 5330 • L' .1 � – .._—1�---__..._�_:_ i . ! S•–i�—i— t?' -i•– S _� _ .F" ytt j-1' 7 "111 Fj ::RLINE h�`��: SUPPORT' REQUIREMENTS � ;iK WA-'} mt.-JK-23–DtF � rZ 5330 .l I i' , i• ,1 .. �i 1. .l: t /S:� 'r1 i''l•i 1 1:):; :t; li K•'rr K i. �: 7 "111 Fj � ;iK WA-'} mt.-JK-23–DtF � rZ 5330 M.H.L-2 OBI�(E.:�1�TSA,I�LTIti1.:.. , ..........:.. I� t'T�, 1 . Owner's None: F9. d a,a S1, e', 2 . Assessor's Parcel Number: CDS D — p g 3 . Installer's Name: SKYCREST ENTERPRISES 4 . Is the site currently under permit? Yes [cam- No r --j- Permit No. 5 . Is the site an existing site: Yes No ( ] (If yes, furnish two plot plans). 6 . What is the electrical rating of the mobilehome? '}�C� c7 Amperes. 7 . What is the mobilehome site circuit breaker rating? a.o 0 Amperes. 8 . What is the electrical rating of the mobilehome site? O o Amperes. 9 . Is the main service remote from the mobilehome site? Yes If it is, whit is the rating? ';-p O Amperes. 10 . Is there any other electric load to be sery y the mobilehome site electric service (i.e. well, garage, etc.)? Yes [ C1 No [ ] If yes, please identify the load and size: a) The mobilehome site: Load - ax p Amperes - b) The main service: Load - 11 - Type of gas service at mobilehome site: Amperes - Natural [ ] Propane [ ] None [ 64- 12 . Size of gas pipe at the mobilehome site from the meter or tank: inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? (h ) 14 . What is the mobilehome gas demand? BTU.* *(This information is not required. if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION MUTM COM n- BUILDING DEPARTME,, �; P R 0 V F M.H.L-2 JE 1}ii'A� Mobilehome Manufacturer: ;-,V., `-ir Manufacture Year 00 1 If other than single wide, furnish Se p Model Number: _ ;Q ✓ ij %, y.J S'S'.3QLr Width: _(ft.) Length: 3L,,_(ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade [Other: SUPPORTS: Concrete block [Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location. SINGLE WIDE MULTI -WIDE Line I Line 1 Line 2 Line 2 .......................................................... :................................. Line 2 Main Beams Line 2 ................:........................................................................... Line 1 Line 3 Line 2 ........................................................................................... Main Beams Line 2 ...................................................................................... Line 1 ............................................. Line 5 Tag or Triple Liu 4 Lne 1 Line 1 Piers: Line 1 Openings: Size minimum: I 1x[Size minimum: [ul x [30l Spacing maximum: Each side of openings From ends -maximum: with width over: I w 0 " Line 2 Piers: Line 4 Piers: tZx3o Size minimum: x Size minimum:' x 30 Spacing maximum: ' O Spacing maximum: ' O'' " From ends -maximum: O From ends -maximum: ' Q''" Line 3 Roof Loads: Size minimum: Location (from rear): Line 5 Roof Loads: Size minimum: Location (from rear): k4y3o 3W-60 I 14Y,$0 I V),-Pbc 10,163D �3' LO 47,9'4'141'41' A, y,. 1;9").' ��.�� ».�►3v >,�,ri3o �'ix3o t'1Y3t 10 o 2.1'4" 33.3'' yo' 1�" y1' -o' 5 /_ 0 y r- f� �. P n REVISIONS i • Varies'- 67 Max. BYa Challis I seem , Bond Flange 2 _ f - 9 _J 2-O,e lilt #(Kato W id 7-Osr O.C. - Max T - 0" O.C. 2�-Oar ".. a; At Shawn Typical I" Construct �� �SS >�•�2a. D �u`t 7 - rw SIdewall�, Anchor Bolts:a I iMIrI ,--' �,- Crawlhole Within 20 Of $et i/2 x 10 A.B. ;at " - I Plumbing C.O. A „ ., 16 -0 O.C. (Max.)�` 1 FI••r M•,tnal I R,m Jeitl (Location May Vary) r ( I+ s Ioc.. creast, seem Seel ---------- --------'-------- This Connection Is Required for . • > i i t ( ► FHA Approved Feunlellons. '' 4x4 Too Neil To 10i's 4X4 k'g.-Noll Listed And Labeled t xi ry Rlm J•Ist w/lideli"O.C. Cennaetien a Rim Jt.ist w/ Metal tier Rated at'ht Chsssls -4om # 160 of IG O.C. �� Min. Of 4000'• d L -J L-1 I Seat Min. 10 GA. Listed and Labeled Ill Min. DETAIL I t� �� s/s"xC�A.B. G A SEE DETAIL Metol Pier Rated "� " rt ►� (Alt.)/4 Drive Pin) j ( I „ „ Min. of 40004 3A ,� X C A.E. 12 Min. ,y ~ I (Alf.1/4 Drive Fin) n.t.S.JAL_ - �- Distance 6 Distance 5 Distance 4 Distance 3 Distance 2 Distance i i I { F) (E) B (D) (C) { 8) - Endwall Anchor Bolts : (A) I • I See Endwali Anchor. Boit Chart wt4' ' ''`' • I ( r I ; For Number Of Bolts Raged. t , Alf ' • ••"• �' ' c • ; ,S i►• w - - f , I e « ; I I Along Endwall 12 ..,� aT-- •-. G„c. _ :•:: �:*.' *4's When a! route) In ►edea Cana Fig. + 6 D 1 ( •', Footing t I • I `- 1 I I I L.. -I ( I t ►s'{. �Fii• . ! �' 'i' J V•rles:See Chari i - c e I � I 474 yF Continuous' .. Is Used 3 > I I Ridge Beam#1 V Notes �, Su►o•ttt May Hove To Hove 1,2 i t 1 " Or 3 Plot, w/4x4 oarendingon Load Fw N 1 Supporti- 1 j t : 20 S,. Vales -See Chart 20 Si, x� "'" See Chart J I i A11. 24" Round' �� Alt. 24�' Rsun! �� R•1Sd li 0 o i • I Alt. 12" Wide x G Alt. 12 Wide x G O > ( I 1 r I I Deep Continuous Deep Continuous so of ;. 31 f $Ise 1 1 I I I j (Parellsl w/Chassis (Parallel w/Chassis Pier I -Boom) w/2 -1141s C i. i C L_.! l.! i i ALT.. CHASSIS AND RIDGE BEAM SUPPORTS • SECTION D -D MULTIPLE RIDGE. BEAM SUPPORTS N 1111111 •o I + Distance 12 Distance ! 18 Distance 10 Distance 9 Distance a Distance 7: ;. �" e . 1%, Itch G%�d n4ts. s, nA.s. nets• •. ,, - c > (L) (K) B (J) {I) (HY (G) 1 I 3 I'1 r- 1 I--.1 1 • 1 Existing Ext.Sldlnl-.-�$J'• ! tel e.e. Nt►�,'D. 90HCiN Joist FI•or Jolst 12 1= ►. i • L- I 1 I Floor Mato. Ridge Beam ---- -=---- ' i s No i EM/oi/ rim Supports - -------- t Se t T Alt 7/16"(min.) Y See Char IF -F I 2.4 ©ik'i.(wht:n Necessary) PT •p i •-� I I i l I Ftoi/ Install In"(MMR) --� Noll Ia RIM J•Ist w/lid of I6"0•C. _ Ply'wd. 6' min. d I _ 1 I H•NYesr/ AIt.3/s (Mena IGFs lb > ( 1 1I Perimeter Of • ' 2z4 Ty Flet• Noil l• Olk' .et r - - -'•�y,'?' Double Wide =I I I C 1 1 C^ APA Roth riy'rd•sharhing " . �- " Rim Joist w/IGd of IG O.C. - i 1 1 = Y Na;l w/ad of i OC. Blies � 1 l I i ( ad ot,12"O.C•Field ' Penywti-2x4's at 1i"o.C. OJ -j &ALV)e 12dic. 2 x 4 Pressure Treated Foundation Grade �--'j i iI I j LJ I I "s "� �W ) ' •r Lumber, 0.40 *W (See Press. Treated Lumber Notes) • j I I (. 1/2 x 10 A.s. at T2 O.C. BJ' ( V. G G i.e. u o f a"o.C. 2 't :t IO' .A „ j I I B T ical Chassis Supports II I i i 1 2x4 P.T. iL G=alilee. r+�x. (Studs at 16 o.c.) •o Fou ndation Ready Units See Details PP II (I i Tonc.Stemwen, AlI.HCs Lr 4 da AZ rj Must Hate Piers Placed ,4 I I I (� y " (bw •j Within 2 -0" Of II I I r I Hotel !i NE �f1J5 12 ', _ Ili oosJt Endwalls ') t t j Cut 2" Off Sim. of Existing Siding and Install Z Bar or Wood C 4''O loco) " • .j is1 1 I I i 1 I91 Trim. Ren411 w/sd at i"O.C. I,?tit" r I I I I 1 I 1 1 1 .1 1 ( 3-0 UNLESS SIDING IS HELD BACK (See GcneGeneralNNeMi) v` I • ( L 1I II �lZd LJ ji I � j i -Vent - , 1---- - Placement •rz J of Corners - Typical BACKFILL ---------------•---------------------------------------------------- -----------� STANDARD OPTION B KFILL OPTION .� ' " Sidewail Anchor Botts Provide Ventilation Of Endwall Anchor Bolts A ee �/ See Endwall Anchor Solt Varies Sat 1/2 s x t0 A.B. at Varies I Sq. Ft. Per Each 150 Chart For Number r Bolts {Offset May Or ay Not 6 -0 o.c. {Max.) Sq. Ft. Of Underfloor S I D E WA L L CLOSURE OPTIONS ( Offset May Or. May Not Read. Along Endwall Occur Depending On Model)Occur Depending On Model) Aft° n.t.s. This Foundation Plan Is For A: IF HORIZONTAL LAP SIDING IS TO BE INSTALLED ON THE FOUNDATION WOOD PONY WALL FRAMING/ AN UNDERLAYMENT OF MINIMUM 3/8" APA FlestMal•1. G�'s,�t�/ ❑ -Double Wide ❑ -Triple Wide Existing EAterrer Sidint-�... FL•rd.h1 RATED SHEATHING, 24/0/ EXPOSURE Z/ SHALL FIRST BE iNST�.I,LED - AND FASTENED TO THE STUDS AND PLATES AS SHOWN IN .THE DETAILS z ear. w«d•Trim _r - FOUNDA i•.ION PLAN, HEREON. SAID SHEATHING SHALL BE INSTALLED ON ENTIRE PERIMETER - s•• Nate allow WALL. ci .I IC Ready � Alt. 7.'i/ 16 uatoNT.S. 6J2 o.c. -AAiL `(mineh.,ten 1 min _ P Z -• si) pjl',wf� Jrl �#"�'�•'� "' - - _.._ " " FEET IN LENGTH, SHEATH y ' PRESSURE TREATED LUMBER NOTES: Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the some preserv- ative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper naphthenate containing a min. of a 2% copper metal, a 3% solution of ACA, CCA types A, 8 or C, or a 5% solution of FCAP or ACC; or creosote in conformance with AWPA standard M4-80 paragraph 1.511. Fasteners shall be stainless steel or hot -dipped galvanized, Hot -dipped zinc -coated nails shall be coated after manufacture to their final form, including pointing, heading, threading or twisting, as applicable. Electrogalvanized or mechanically plated nails or staples, and hot - dipped zinc -coated staples shall not be permitted. Staples, where permitted under this report, shall be stainless steel types 304 and 316 as defined by the AISi classification. ENDWALL ANCHOR' BOLTS LOAD UNiT LENGTH NO, OF 1/2114 x 10t1 A.B. 000 1500 RECJ'D. ALONG ENDWALL CA Up to 40'-0" 6 X. 40'-1" to 50'-0" 6 t/) 5000 cin 50t-1" to 56'-0" 8 2.5" 56'-1" to 60'-0" 8 218" _ • 0" 601- Ill to 671-011 10 'O" 2 G" 0 Up to 40'-0" 9 Uj IL 40'-1" to 50'-0" 11 aN 50'-1" to 56'-0" 12 V c to 56'-I" to 60'-0" 13 ". 14,000 60'-1" to 6.7'-0" 15 4 15 •1 " 3• " 1-1* RIDGE BEAM SUPPORT FOOTING SIZE LOAD FOOTING SIZE FOR SOIL P.S.I. 000 1500 2000 1.5. 1' 3000 1 19" .5. 4000 .0» 5000 Zfor or Weed Tim. - •10" 4 2.5" .0" 7000 218" _ • 0" 4" 1000 'O" 2 G" 10M 3' '^ 11.000 '4" •!- 000 •4• . 13.000 •7"2-11- • 1 - 14,000 15 •1 " 3• " 14.000 ,0" 3-4- ' "17 000 17,000 3.5- 4." „+ ! 4" '7"4' 3-7- 4-5- Hardbo•rd,Alt.3/s (Mu►) 2x4T9PP141•,11Utw/16d$ItsO.C. r Ofie: APA Ratsd rly'wd.snesihi" I P•nyw•u-2x 4'e at u"oc• INSIIDE FACE OF STUDS OR D�. (A.uv.)t I?e... ' (l ottlt tot' N/ IGJ a PGs o.C. Use w/, S/ at 4"O.e. Else,, 1 1 2 x 4 lit sill Pate UNDERLAY THE EXTERIOR Id's l/�lv.) t �jf .•a From td at 12"o.C.Flo:/ cons. Stem wall, All. N.C.I. Vrt t',ot kP, �' 2 x 4 Pressure Treated Foundation Grd. Lumber, 040a P t/ •I4"o.c.•-.j HARDBOARD SIDING WITH 3/8 ser rdV9.41. N� .. t r6QtB (See Press. Treated Lumber Notes)(Studs at 16'Io.c.) The Matlufactu�ed Home Ston Chart Support Locations Are Obtained Ridge: PP " " r er �r..o4 R•►ar C•ML(when N.C.S. f /fT �t 1 I/2 I :Io A.B. ,a • I used) APA RATED SHEATHING 24/0, ssl i _ , : its 1-i* 40. 't C ahcr. c=t u. opts Ree tete- z - 9 • o k`�- kk�w oy (c' �"� +►4 ftsbet verl.a 441"06e.(wned H.e.i. Is Used) Cut 20 Off bottom Of Rebor C•n•1. Calif. Siding And Instal) . �. NDATION -READY OPTION Eals"nt Colorist Siding --.-.` Flow Math. or _Lit Z But of wawi Trlm Joe N•lo S•Iw ad W 4 O.C. y--- 2 a al►'p el IC 0 C. Aq•cn I• End " Alt. 7/16"„ Dist. G Dist. 5 Dist. 4 Dist, 3 • Dist 2 Dist, I u w 12"o.c. Member r/it"a•10 s T.S. - AT ALL MFG'D HOMES OVER 6 min. i i I_ I- " (mint ?.�firrto� �i.,,i, p F E 0 C B A Field Ineuu t/z pa,n.t- - 50 FEET IN LENGTH, SHEATH P.T. =JIT,+?,,,=; F•sejc,J to only �rrawsF - Mwu•wd,Alt 3/i"lMuti1 244 Top Plate An•cn.12 ►0 sT.S. INSME FACE OF STUDS OR Ply'wd. nr +r/ 10 0•ts• X t4//s. E -Q Q ! APA R•isd Ply'wd.Shee,hint P•nJ■•11-2 t 4•s of li"0•C. t R n •e �t` d i•e (cuY.)e' i2 ... fAort:ti Tog' it }i/ 10 R tj4 1:1:5. W t NUI w/fd 1 4"O.C.Edges, t 244 RT. sal Pits UNDERLAY THE EXTERIOR Oil's! A4v. s t /.< < 24'/s. Hitch Cons. stem wall, A". KU. HARDBOARD SIDING WITH 3r'�" e t t) Q �-• Dist 12 Dist. 11 Dist. 10 Dist. 9 Dist. B Dist. 7 " " u at 4"o•c.-�• b =-+4 Robot C•n•L(when KC -2 . APA RATED SHEATHING 24/0 VX vl u^ r' 3 2 x4 Pressure Treated Foundation Grd. Umber, � I� ,--�� �{(.., ,j j ,r at End vz a&10 A.S.---e=. , ,, Is Used) • s� r LL �•• irt�f=(See Press.Treated Lumber Notes)(Studs at 16 oc.) "'- ' _ t ' ` t - , • ' , , �`�G - See Anctw bit Chart \�� I; �' , o A11190 /ILP ,l" 7, 1' ' ' -lis s.i•w Far N•. a talo I .: t i EXP. 1. NAIL W/ 6d ®. 4 O.C. 6,1/ Ni 21 ^`:: " at > Q-• 9 9�' Re4'd. ,; '• '`_ a AT ALL CONTACTS. r ►Idq�of If i u� •�.;. 4 t�dt. f� Ot� •Vs Cut 2" Off bfi•m Of E4i"• " rg Rehr t- C (' i 5141ng AM instill it Sof «w../ Tri,{ (When M.0V.er. of 4ey- S. N W.a) •�•-' ..�- R•Mx ear Const r/ad •t 4"O.C. a4 R.• (See Ne1Ni) �_ •i� } " CQ (n Q STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION u W t7l o j j Existing Exterior SidinE SECTION C - C '(ENDWALL CLOSURE OPTIONS) >1.� COO) O ' � •!- Field Install bar See n.t.s. Closure Cl) d" U) „ 2" (Min.) Sae Net• Befew Doteil • • �H J: Fuld Install Closure to Match Exterior Siding �• GENERAL NOTES ENGINEER STATE APPROVAL • j el Son Stlawell Closure Wed as Far Lovtlin T 2x Blk'g, 21" i W Detail g g - yp• DRAWN CHEC.LIQ. KED ATE 3-8-94 SCALE none JOB NO 94-212 SHEET OF l SH99TS N� N � M1 W W S tis •o+v =4 ••'t CO En •� . C.D Laia C� I tcc m n. 4 Cent L THIS FOUNDA I10N FLAN IS DESIGNED TO BE USED Simpson TF4e or Equal " . , s „ ' at Each Anchor bolt' 48 Max. t. n+ „ „ e x E x IG • H CS.(Alt. Motel Fier) -Typo WITH MFG'0. HOME c.eatl.n s * G i/2 x to A.B at T2 ac. 2"x 1 "x a0" RT. W«! Fa! 0.40 caRovA+o eowr�e.T , ' " MOS>�roNM FOUNDAnON SySTM 4 Vert. at 4d:"oc.- �r RT. Pais(Alit: iaaeo a M!) 12' 3G MAKES HtA=ANDSArF':•'i ,­,. S NAIL W/4-1 Od AT SII.L ((ice : When Exist Sill is Free y I1j mI tad N Opttortel x" �' ; min. max. ECTION ItSSI w/G Ooa' Growl(6rovol M O�i:t$jQ '" PLATE AND 449d AT t•.= ' • i min. 'g• Mr j►. , Concrete '� MODEL' QR Nal RIMX)IS1' a .I. .;•:• _,I 1 ,� DoNrmino! By Local BIly. Official) i 2, DESIGN LOADS' r ' ►�. �' 12" min. :'-•} :;:i Hili ., (ALTERNATE TO WOOD PAD. A►earn „ G : :t+e; 2 o O T �c�O A• D,qy, F� Bagri M! 12 Al • Z s=: +i•s ROOF LIVE `LOAD: j TttRtA .t2 F.S.E a� >;UBJEdCTTO 3 N • . r • w t? ' nS , No Gnwf RhutrN ri.'• cr' NOTE. i" lit. : %, a:� 11 it Detail This Shoat) -Soo : 12'. ;:j , ,4�, ~ :" ,.' • _ -.�� �� FLOOR LIVE; LOAD: F.S.F •� OTED Cut Bottom of Existin ,Sidin and ill e4 Rebar Cant. WiND LOAD:, 8 �fl. C 2 2 F.S.F. A •noSs Nor,; _.. _. s�_ :, o�ANtr SEISMIC ZOINE: 4 OMMUMORDEVIATIONr;2GAtRE '-•- ©( AMJCAM STAT: LAWS AND RFU,GU�"pNS T Off Bo 0 9 D •_ / 12" ' Dir Install 2 Bar: Reran Wl$d's at i" O.C: 4 C•nf. - • " ;, ^ *4 Roby Vert. of 4E" G4't When C" Deep Continuous 12 O.C.(Roil'd. Only w/H.C.B. N== 20"So.w24 Round F•otiny is Used j' 3. THIS FOUNDATION IS FOR PLACING MFG'D. HOMES EXp•b:•G.� Stomwall) The Footings Shown Are Options x12°-eepConc. Fig. CONSTRUCTED 1W/ LONGITUDINAL OR CROSS JOISTS. � StsteofGldorwa Each Type Is Acceptable. • ' (Alt 1e"Wits x G"Doop i J'i 01V��' --�1'� �>t��tnmunityDevelopmeat Continuous ConcFtg4. ALL CONCRETE SHALL HAVE A COMPRESSIVE '`/ t . . r+Q STRENGTH OF 2000 PS -1. iN 28 JAYS w�2-+t4':) °STEEL PIER CONCRETE BLOCK OF cA�Y DMSIQNo1�CODESANDSTANDA1tDs 5. THIS FOUNDATION FLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO l s tdjaassea) ALT. SECTIONA-A & C -c SECTION A -A SECTION B -B TYPICAL APPLICATIONS EXISTING SOIL PROBLEMS. iYO, G. MFG'0. HOME MAY BE SHIPPED FROM THE FACTORY note' STATE APPROVED (APPROVAL'*SPA SPA 250 1) I.rWITH SIDING CUT BACK 2" AND Z° BAR INSTALLED. 7]re1rYIIAateroli>3c�it>a U 1 .D i Nt.71 D f�ispll i �� ...: n1s. - P M 0 V ABESCO BEARING PAD 7 FOUNDAT:C'N CONTRACTOR SHALL VERIFY ALL ' note. DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. See Archer Bill Chert �Z t. . ' EXP., I NAIL W/ 6d @ 4" O.C. u0M , I` 12 p}a' •_ ; �4 4wr• Sel•w For Me. Of Ith .o:'' - t f R•4'd. :• AT A1LL CONTACTS. Fr"d'v. 4nl s _ ,• g F.xs (c' �"� +►4 ftsbet verl.a 441"06e.(wned H.e.i. Is Used) Cut 20 Off bottom Of Rebor C•n•1. Calif. Siding And Instal) Zfor or Weed Tim. - Ransil w/Nat 4 O.C. (Sae note •S1 STANDARD FOUNDATION -READY OPTION ` BACKFIL FOU . �. NDATION -READY OPTION Eals"nt Colorist Siding --.-.` Flow Math. or _Lit Z But of wawi Trlm Joe N•lo S•Iw ad W 4 O.C. y--- 2 a al►'p el IC 0 C. Aq•cn I• End " Alt. 7/16"„ Dist. G Dist. 5 Dist. 4 Dist, 3 • Dist 2 Dist, I u w 12"o.c. Member r/it"a•10 s T.S. - AT ALL MFG'D HOMES OVER 6 min. i i I_ I- " (mint ?.�firrto� �i.,,i, p F E 0 C B A Field Ineuu t/z pa,n.t- - 50 FEET IN LENGTH, SHEATH P.T. =JIT,+?,,,=; F•sejc,J to only �rrawsF - Mwu•wd,Alt 3/i"lMuti1 244 Top Plate An•cn.12 ►0 sT.S. INSME FACE OF STUDS OR Ply'wd. nr +r/ 10 0•ts• X t4//s. E -Q Q ! APA R•isd Ply'wd.Shee,hint P•nJ■•11-2 t 4•s of li"0•C. t R n •e �t` d i•e (cuY.)e' i2 ... fAort:ti Tog' it }i/ 10 R tj4 1:1:5. W t NUI w/fd 1 4"O.C.Edges, t 244 RT. sal Pits UNDERLAY THE EXTERIOR Oil's! A4v. s t /.< < 24'/s. Hitch Cons. stem wall, A". KU. HARDBOARD SIDING WITH 3r'�" e t t) Q �-• Dist 12 Dist. 11 Dist. 10 Dist. 9 Dist. B Dist. 7 " " u at 4"o•c.-�• b =-+4 Robot C•n•L(when KC -2 . APA RATED SHEATHING 24/0 VX vl u^ r' 3 2 x4 Pressure Treated Foundation Grd. Umber, � I� ,--�� �{(.., ,j j ,r at End vz a&10 A.S.---e=. , ,, Is Used) • s� r LL �•• irt�f=(See Press.Treated Lumber Notes)(Studs at 16 oc.) "'- ' _ t ' ` t - , • ' , , �`�G - See Anctw bit Chart \�� I; �' , o A11190 /ILP ,l" 7, 1' ' ' -lis s.i•w Far N•. a talo I .: t i EXP. 1. NAIL W/ 6d ®. 4 O.C. 6,1/ Ni 21 ^`:: " at > Q-• 9 9�' Re4'd. ,; '• '`_ a AT ALL CONTACTS. r ►Idq�of If i u� •�.;. 4 t�dt. f� Ot� •Vs Cut 2" Off bfi•m Of E4i"• " rg Rehr t- C (' i 5141ng AM instill it Sof «w../ Tri,{ (When M.0V.er. of 4ey- S. N W.a) •�•-' ..�- R•Mx ear Const r/ad •t 4"O.C. a4 R.• (See Ne1Ni) �_ •i� } " CQ (n Q STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION u W t7l o j j Existing Exterior SidinE SECTION C - C '(ENDWALL CLOSURE OPTIONS) >1.� COO) O ' � •!- Field Install bar See n.t.s. Closure Cl) d" U) „ 2" (Min.) Sae Net• Befew Doteil • • �H J: Fuld Install Closure to Match Exterior Siding �• GENERAL NOTES ENGINEER STATE APPROVAL • j el Son Stlawell Closure Wed as Far Lovtlin T 2x Blk'g, 21" i W Detail g g - yp• DRAWN CHEC.LIQ. KED ATE 3-8-94 SCALE none JOB NO 94-212 SHEET OF l SH99TS N� N � M1 W W S tis •o+v =4 ••'t CO En •� . C.D Laia C� I tcc m n. 4 Cent L THIS FOUNDA I10N FLAN IS DESIGNED TO BE USED Simpson TF4e or Equal " . , s „ ' at Each Anchor bolt' 48 Max. t. n+ „ „ e x E x IG • H CS.(Alt. Motel Fier) -Typo WITH MFG'0. HOME c.eatl.n s * G i/2 x to A.B at T2 ac. 2"x 1 "x a0" RT. W«! Fa! 0.40 caRovA+o eowr�e.T , ' " MOS>�roNM FOUNDAnON SySTM 4 Vert. at 4d:"oc.- �r RT. Pais(Alit: iaaeo a M!) 12' 3G MAKES HtA=ANDSArF':•'i ,­,. S NAIL W/4-1 Od AT SII.L ((ice : When Exist Sill is Free y I1j mI tad N Opttortel x" �' ; min. max. ECTION ItSSI w/G Ooa' Growl(6rovol M O�i:t$jQ '" PLATE AND 449d AT t•.= ' • i min. 'g• Mr j►. , Concrete '� MODEL' QR Nal RIMX)IS1' a .I. .;•:• _,I 1 ,� DoNrmino! By Local BIly. Official) i 2, DESIGN LOADS' r ' ►�. �' 12" min. :'-•} :;:i Hili ., (ALTERNATE TO WOOD PAD. A►earn „ G : :t+e; 2 o O T �c�O A• D,qy, F� Bagri M! 12 Al • Z s=: +i•s ROOF LIVE `LOAD: j TttRtA .t2 F.S.E a� >;UBJEdCTTO 3 N • . r • w t? ' nS , No Gnwf RhutrN ri.'• cr' NOTE. i" lit. : %, a:� 11 it Detail This Shoat) -Soo : 12'. ;:j , ,4�, ~ :" ,.' • _ -.�� �� FLOOR LIVE; LOAD: F.S.F •� OTED Cut Bottom of Existin ,Sidin and ill e4 Rebar Cant. WiND LOAD:, 8 �fl. C 2 2 F.S.F. A •noSs Nor,; _.. _. s�_ :, o�ANtr SEISMIC ZOINE: 4 OMMUMORDEVIATIONr;2GAtRE '-•- ©( AMJCAM STAT: LAWS AND RFU,GU�"pNS T Off Bo 0 9 D •_ / 12" ' Dir Install 2 Bar: Reran Wl$d's at i" O.C: 4 C•nf. - • " ;, ^ *4 Roby Vert. of 4E" G4't When C" Deep Continuous 12 O.C.(Roil'd. Only w/H.C.B. N== 20"So.w24 Round F•otiny is Used j' 3. THIS FOUNDATION IS FOR PLACING MFG'D. HOMES EXp•b:•G.� Stomwall) The Footings Shown Are Options x12°-eepConc. Fig. CONSTRUCTED 1W/ LONGITUDINAL OR CROSS JOISTS. � StsteofGldorwa Each Type Is Acceptable. • ' (Alt 1e"Wits x G"Doop i J'i 01V��' --�1'� �>t��tnmunityDevelopmeat Continuous ConcFtg4. ALL CONCRETE SHALL HAVE A COMPRESSIVE '`/ t . . r+Q STRENGTH OF 2000 PS -1. iN 28 JAYS w�2-+t4':) °STEEL PIER CONCRETE BLOCK OF cA�Y DMSIQNo1�CODESANDSTANDA1tDs 5. THIS FOUNDATION FLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO l s tdjaassea) ALT. SECTIONA-A & C -c SECTION A -A SECTION B -B TYPICAL APPLICATIONS EXISTING SOIL PROBLEMS. iYO, G. MFG'0. HOME MAY BE SHIPPED FROM THE FACTORY note' STATE APPROVED (APPROVAL'*SPA SPA 250 1) I.rWITH SIDING CUT BACK 2" AND Z° BAR INSTALLED. 7]re1rYIIAateroli>3c�it>a U 1 .D i Nt.71 D f�ispll i �� ...: n1s. - P M 0 V ABESCO BEARING PAD 7 FOUNDAT:C'N CONTRACTOR SHALL VERIFY ALL ' note. DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 71ii 27, 77 , i N, tr I^ W�o �'�6��r 1S, N, f1j �,,f v;t -1 �Im 7: �v 'tit" tl 4 low., IP VIP, U k r Mn 77 eN ii fly day Fr t'OrQdjog OQYOW0601: WOO spa $Jt OPP W10 �,gnt d hr, '7 tfta' w skim, lon P014; aood .1 :To -M, Ole ward i�, (ty . -fain $pA AlrbWW 6r r IS $t ------ rL I I r. IWO SPA$. 0646 ROOM oftydrel w Of—, v P12cernem Of ar6 M CTURA' M0, 4o(l: 'ramp [a t d top Vorl 4 1 0 -$pot (Refer to emyo MCREV AND/OR Comm"01CAN �,Evel% coplr4 004k. In Typo'! per it, lot '0 , Q;A 4L Own . .... .... Ft, Ind Witionat kit tFL, Olv1dors, Sid, u C06� only 4pp STAOT OW A. .... - 14' 116os 6nd 4% prope y of 50ft, fr6m,themod 4�0, ex Apr ISO in I= I ­ �, S te rvidores or ZI I , - 1 - �� _1� je�+bAqr�r b U6_ to r ft,'O�Ow6 61, 14 W4 aft' 16 4 j t jj�Copftt 14t�tJoll$t 010't oil 04,�O$ "Imod ihoteltri elatlio�i V -------­-- . ........ ftOW AW OOM. Tq YEkF00 y OR rTY, VW TOMA A 010 tow PAO W 0, L tL1. AT W$ woo* -EXPA, AT100f, TY'l). CIT AM O&Y" op E$ "PER NO Ail A TE l