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HomeMy WebLinkAbout030-110-031W/1oz.ts4�`,r VlLi RA .y.l..-y-�-��/ • ; CREAOKEE IF,' T_#,A I4R00F.' �. �. .-•-. COATING 'NAY S�F.SPRTNNLED 7$p FT MINTINJ_CU..STONE GRJINU.LES.x O 96" fi, � PS..m �4y4'�-�'7 y R -ul , O• i1 0^t ,.0' (c #9SMS @..1 2-0. C. a n.a•. a O Ra 25 , I w OSE -R R5 I b.I • i - I, .. STRUCTURAL .t 3, 0" _ is � .T3 . R - 2" R. 25r. PANEL. ^ 1V TYP.. YP I- r• T/ tmO.O ' ' 0.018" ALUM 3009+H,4 N dr': su r LL•rA' - iii4'xAci' DECORATIVE LATE.' PAIMTEb W/2D2rEE STAMAEA 6R STRUCTURAL PANELBOB �_ ATINSE E AYT R s QED 18"STRUGTURAL PAINEL_ IV/202"a/ . FT.OF:MINN.: T; MINING 0 STONE GRANULES.. (ALUMINUM 3006' (A.l1MINUM3006 -H 391)RAIL 1 - ST!iIJC'NRAL+�PA1JFl ' IfSTRUCTURAL PANEL ETRUQTURA ALUM. 6063-T6) OR 9'• D.C'. (ALUMINUM 3OC'6-H 391) PA 6' ,; eenis '% 72^ qR R o.c.' - J,r- 1 • 5" 1 3-f'1a FOR STABILIZER CLIP I----�jl '+ EIDE SPL F I-' P_ICE;SF.E NOTE 13 -#10 SMS 0 G., tj," OR ew-„O.. C', I \ /STABILIZER CLIP. N R4'�AnFRSi'„- P' a :#tbx," '000 $CRE}lS; PvB"). 12 :PLACRATE ' IJ$IOE OPEHEADER - A rrl,+cii. <.%w ern9 6 ; 1 t� Da _ G m P. 0.082R,01 O.C. #1'$ S S 6 052 'TYPi: r. Pa ' 1 LY .. OF,: .. _ _ _ 0 040"t ROLL FORMED M +.. I x - v R RUCTURAL PANE J-7EADfASPLICE , -.TIGHT FIT 0 9" O.C: a', '12 OR 18' INSIDE OF HEADER: 9"- `�' E : G]-' , EACH SIDE OF SPLICE T-^.'_, 4-Y.' BOLTS h* I AL1JeA, 3006-H391 oR[Gu11 �i 3R #14 SMS I ',305"I I I STRUCTURAL PANEL 6; V TYP __ ___ rll tg d.D4D (� ROLL FORMED -TT 36) vv 14 '.S ._ - : I:. I'D SMS .1 ": OR 4'• DOLTS / F, Tsl (ALUM 300 y{IO SMB a 6';OR 9"UC.-� P P OR ACH SIDE OF O _ ALTERNATE C CBEA 11EV ER L�-S� 7TTEO.,HOLE3 �j m L _ 1 �.._. R - i I e�z g_z_> I R_ PC R LL FORMED IcAD R nw A. ZINC PLS M >0 1 ,ne ALL PARTS � .-.__ ..___. TED.-�.� SPLICE80LT LOCATION .-�- .J' -.. �.I `{ SPLICE - - _ 'o'� i.iib'i' 7 112 1 •� Y72" d.oe EXTRUDE✓ 1aEADER ,WA., 1TIONAL#T4 M 5( 2_S/, __ . Z. 9, 5 SPLICE DETAILS �---�- J /TO°MDBILEHOMESSTUDSz PnrE� - ' OLTS FAC:' t -- o y_ -"-_j _ _... TOP OF MOB ILEHOME - A I' --- -� ExTRUDSD HEADER "A f A - E r HEN AWNING ATTACHED 0 MOBILEHOME W LL (ALUMINUM 6063-T6) \ _ - 3.00'•„1I n•r , r `6053-T6 ALUM P_ ANGER T N _ CO R PANEL VA �TO EEC_ T ,ION• } 1 ELE \ \ � -- MOB €E BMS INAiY ( TLGMN-'SND EL) 1 COBWEB BEA R L FORMED HEADER��Sx �L----'--- --�" WI°E. ` - _ .BE ATTACH D STA}ST117FR CLIP FOR HEADER "AN EM51 HG I wAt 4 LUMINUM 3006- H391) - _- _ _a'• . _ I_._L r„ , d; 'EF SGI ::DUE HEADER BEAPL:�O � _`�`/ :.� i «< - ' IN S ' GU12 "A' PRO SFA'I :/��, `; 2.SF1b X, 7 ._..__ _- _. ya;311'.,. r ' -- ,tG.-e+.S. 3/4"X12•' MAX. FRtbEEL �i'•-� !SLOTTED HOLE$;' ,-FRONT EDGE I I I 'WOOD OR WOOD PAINTED 'NOTE: AWNINGS SHALL NOT -BE ATTACHED TO MOBILEHOME SITE ANb'/OR.- I ': OF COACH.. DECORATIVE FACIA. MAY 1' NOT(: PEAL LUMI•! I ',BE -.US -ED 4IT11 AAI' HEADER. - END WALL OVERHANGS. AWNINGS SHALL BE CONNECTED TO A SOLID. p 24 W000 MEMBER OF THE MOOILEHOME •WALL. 18" MA%IMUM U"DER CORNER EAM HEA^" i - .FRONT OR REAR OCTAILN /1UIY ,ROOF OVERHANG' (�I HANGER ATTR ACHMENT FOR 'I W �L: ]GA•I.1B't; T- _Er.IsrrNR h+oBILF ti^:+F DECORATIVE FACIA. - FRONT OVERHANG - �"' •,:,: :.1 r': '/." ANCHOR DOLTS � ,::..... PHILLIPS ..•. 3/ib" ,� Y' PLACED AT I DETAIL G•' c 0. _�-_ i L. . ., 1/1 " q00. r FEG LNNSfJG OF `� RED -A. 1"'AIT O. UMN. __ E L ♦.. _ Qtl . T LITE"EO CO nIC. fY 1 '.. --�- S EU -i' - YP T C OR E AG ANLCHORS 1:ORZ - ON GVI �cct lJP ar OM1. XI STING 'nODiLE `j-' I 1 '. SU.. O.Q3y' I^J' CTT.ON. ,. HOME SIDE FACIA "'III I o _ ' 1F 0603- !TIER OGS I J Iy 3ne•• !TIER 01-.1k. r ' I 1 113 GGL4i"• DETAIL"I"1`. { J„ OP - 1 J.;'.'Fi-.'.1-: - �1 DIAl- ,0,-. P. 3„ U. COL. TODG�vICKETE CONNFCTION 4LD �� v I � _ a < lJ COLJfAN vHALL GC ' I AYORCSUL - OF-TATL "A" PLACED AT BEGINNING �_,1 _._ I 11' %'. II L D DECORATIVFL OF tITFPVO CORNER J - _ i CLT - T (.' I 2 / TL. BOLTS - p'..1_12p f "F ABESCO DISTRIBU INC SNC. JCl - � .AII'FR 'Y/SAFETY'STAKE I �/'I E" -A-NG. D A� r N ER �r `r. OR 2 M DOLTASIZE 0" (PLAT• LAN FOR till t�REO COR I E "- CORNER Ot FM _ BEAM FOR `• -- ROD ls0 s _ K5L9 ' -- -- I `' n ^'2'• PHILLIPS RED HEAD ? t STEEL -Y9e4BK$I.T$=8,4 I N SELF ORTLLING" x3/t( ,""" EACL. V'. u - ANCHOR",, ..___�. "`- C TYP. TYP R Y,4 SOZLCTYP6SH0'SAN YORE USeDGRAVEL. FOND' SIIv °.. __ _ I�. 0025. ,OR SAND CLAYEY SAND SI TY GRAVEL CLAYEY GRAVEL: �- I- �„ R_ 9••x16•'xY."�� _,� 0. ]4" CLAY SANDY CLAY SI4 CLAY ANO CLAYEY rgILT:'j OTE PLAN FOR COP,i'!ER BEAM I/ - - - ,.,..- I ,.,/ I JfTO!r-CVIJ;r. �..,: x2 - I r:`1 I NOTE: ALTERNATE EPDXY -COATING TO GALyAtIG' PROVIDE A STATE APRR YEO-ELEGTROrSTATIC. ' GIA .�r[L - '•' OTt LULU A'J9 _ - _ 1 1 -"� j I C' STAKE AY E TRIMMED --X" !_10B'.LEI O.'E I I RI i o 10 ALTE.RN E. ANCI RE, SAFETY STAKE i/F FY, -ARU FACING, ' 2-Y,"'OQLT3 OR 2-iY4SMS, t I•�`._ 3-Y."X2 RAwL Z SLAC ALL P RT H i -UIP �I i' 'APPLIED EPDXY PONDER COA-TING OF 5 Ma,LL x T� I FOR "C" HEADER _ ,J•UG,: +- II L-�_ -j. �I� •�f_^T ''AILS AI.CHOR ,GALVANIZED OR ELECTROPLATED i.l � -TNIOXNESfr APPLY PEjK-$PCIFICt,TION WO, I BOLTS' �I .,,;._,,�� I + j '"-_• COLUMN! 'r. OIVINC `J I IIJ �� COATING EPDXY NATE �OLUIV �� 221 h I ..,.._;. I I �`_� r _ ._ ... ALTERNATE 3003-111.61 .twrwra..ccaww.Wo.eaaWCluo- J CCLUMRs' _r:j �F�-' ,�,...::.. iii D _r LUM(+d DETAILS - - BARTNG 3 A4 -j;,% ALT. I 1 --- ----- ----'-- HEADER ATPIOVOD Ef ' OLUhN ATTACH NNE r $PACE I - SEAT !/? F OOL4S •+.. C'. ''.-.i"• �, ,- CONNECTOR TC A A'FR /1 " POR, ..Wn oee�m.r I_ m m -r T¢ OOTT3! OF . /""'' O •. GI .'a - K ITL. R Wr Yw ..i _T _--C OT ,: FL 1 II 6 " 'DLT ABEECO. ANCHOR _ (ALUM. bG63-T6) .,...W 4.. rr.. ] _ 1/ X .09" TRIC wA�+ VI wP+A' ViEA )ER'.BEAlA ''WASHER, 30LT., 2 w.xr f ' 2 I!A.NGCC. ___- t..., F., w M• bu".M'^• ", OUTi:: PLACE JOLUMN AS t10'A!N � F DOLT OR 4-3' .`,"' a co I AT 0 ..F. ILEA CF{,....A`.1 ER BEA.f III ' 2 EACH SIDE DETAIL A° - i - ./w.` ue z ee� 0;.. FLAN_F _ `r MITER BEAM A 2 D5 n - COLUMN CLE WP"^••1. 1 (� (ALUM. ) m p _I�14.! ^T_-__ Ll.;' SPA' NO �� DETAIL U Q UM. 6061-T6 ^� ,., li_ rf• TUDER3to0U0ao•r TYPgA', ..` L�J Thi.PI9ti.APProvalEzpi 'o�Ci H SOL.'. - s� n" I DI ." HFA 3E 12. 1101. T<,. L 2-,' 'x 1 /_�- COLUMN TUT,- 2.8 HO'r!N t 1'-Tt•.i 'AtrEILI: AS 8 12'• Of: °' i,.C.. _L��1 j _ N 1 "A" HEADER RE. i , :DHE ;, I�cU(: (URAL PArJ E:L REA", -V - LUNIRUN NSYRUG7IY1`:. _ ALIER ATE l.(, .,'V'I� C'J`�°1. Gt�ERAL Tis:'- Z -= - - :i ',:'• ROUTS T, Irl'.:.: J :.388 _ - RA" _ l_ - y TYVICA-L TOP AND BOTTOM MANIML OF A6UMfRASGCCIATION. tB71EL4TTON' r_ - 0 JVr FLA. I 1.[l2" I ' OU" 1.611" J /J ' ALTERNATE CO' UfV!V CONNECTION ;,NDTh. NAY SEED WS T}I ABESEO At3CHOR' $L OR jAEDIUN OR #:�4 $ME: _ _ TOTE MAY 9fi ANY NA TURAL'SO ^N IA ICER----- - - ' T(? CO fP FTII A+LL©UAgiE SOIL SEAfi ;y..;d �j FOR"'•C" 3" ALV ..LJM, IR=.xl IMG PRES UES 1500 LB/ SQ FOOT _ -..r V 0 STEEL -FLA TES TJ HAVE }`FY:36KSET ASd'MM-3E. HEAPED COL, ATTACH :•: ..!:,� .25 "C^ HEADER 0ETA2l. TO BOTTOM OF H q" OK 9'O.C. NNITRIM., COLUMN LX _ TYP 'BTEEL. 90LTS TO 9E ASTMA-30T I $II!.ILAR, CORNER BEAM 'H{I ,. _. ^ DOlt� I -'l.' STRUCTURAL PANEL IG MITER ALUM 3003-H16 V.0.025"• FriR E" ANEL 1 1^" -. '-' 9 OT FOt 5"''PANEL t=0.025" CONCRETE SIRE NG 4 9 29. NOTAYS 2000.'iF/ •STD. HEADER SPIL 'ATL. t. ,. BEAM ATTACHMENT FOR iv, PANEL .I 0.B"i" -��\ O.SO'. y0R '12•' PAYE VA TRNE XTO 'E0&TA }�9S NOT OC PLATED, l OO 0 F E ATTAC:i. i0 HEADER... )/(/ T K N04j DETAIL"C" -'--- -z / N OE IGN.IbAGSD ALL TBVLTS TOUE2024 T4. MITER CORNER SPLICE J 1 I DESZG" AADSt UPLIFT 10 LD/90 FT 1 r- - :-�-- r�� OSS ARE S EO NOTE: MINI LENGTH &MEN-ENCiC9E0 SHALL BE - - 1:S,3C" 6. GO., - I��� t "' ;I ^ IN FLeAD iOL9B/SQOF 2zPROJ. LOE 11:� 2.4X MINI ROJECTYON. SPECgAI'sNBTRUCTIONS STRUCTURALANcL am. I •3"' ALTERNATE OL�MN wH N UN NCLOSED A_ON WREfI SKY#eHT:.PAI+I�4 s ANE StSEDf lu'1 LE OT r Fxc"F'I LEUG -'c - - - - - - -- - - _21 _ - - - - - - - _ IEAfI NOTE: (AL 3001.3 _ L _ _ w D r.'ON E E OR A E AXI ER :USE MINIMUM OF. , SKYLIGHT PANEL '' ,T CT'.rRE MAY BE F.CIUSFD WITH A A+"POR'4'r IX<PANE�GfSKR EL "VT4P1+ _ - - _. ._.. -_ b; -ee� �•"-- Pw BT LE ROME. FOR Mi NIMUTA LENGTH VlHF.. ' PER FOUR b" .PANE LE OR MINIMUM OF (ALUMINUM -Nle) STATE OF (>'ALZF R,NIA AFP::OVEO A.BX PRV,7Er%i 20N. S - I 1SKYLIGHT PANE LPEft 12" PANEL. SKYLIGHT PANEL -- _. B.. FOR I sKYL2OHT. PANELF,2*STiIUCTJ,yPAL _ ENCLOSED. SEE NOTE BELOW. a JNl vC'J OSI RE PANEL=LSNGTH=3'6X PROJEGISDN. lENG9,i. WHEN UNCNCLQBED.BPACING (POIYVINYI CHLORIDE) C.PON,1 SMj'LIGHT PANEL/12+i2" STRUCTURAL SHALL NOT B LESS,TWjI!_.. ,:MA%SHUN OLERNMJG.._ 9 .A'H IN LAI ION SMALL HAVE AN IOENTY .`PANELS E'ENGTH^3.8% P1IDJEDTION. PROD EOTION. ., r,.. _ ALL STR'JCT'IRE': I I Ir : i - Tt.0 !It w"OGL N41f OERii SPA NUMBER, ' _ 1 4 FACH AWNINCHONOEACH NF AGE 6; MOBILE HAN6EIk� r -TUFF UUUHI 4 4 - OLIJMNS I OWtISIA11 5URrA F STAT ETINPCO'dTAC�rT - �rl .' '",TH STEEL SHALL AV{- $NF COAT JF ZTNC OR C0 STRUCTURAL' PANEL - 'SPACING - OR.ALT. HIO jE: NOT TO FEL 'U^ '! r0� / r // iV EOULE.H i ICT 3 SINGLE ; I SYI TH NI TEF OP, Or, +O AY£ PANT PFR FETw EREC. 'CP -545, w- I t C•l -.__ CO_. II .CORNER PEAT :• COLUMN - it ,?R` L PEGUA[IATGS SHALL 9E.LVANIZED 4SR T.. r r , :� I III _�_-Y, W PAINTED :LITH A ViM1YI P NT. ,i - #14X'F 3/4"SCREW SCHEDULE •f> CGI. %•"A 13.OMITNSTAOI LOt SF LIP lA FAO FRONT ELEVATION ' ST U TUBAL PANEL t COUNT / CANT & '•E" 2•'%2•'X0' *'X2GGA. GALV: MODEL PROJ. HEADER _ 12,•pANEI'18'"PA E SKYLIGYiT SKYLTGH SP OI NG' PRtr.F. : PR •' EPL C[ M. a3hJ DISTANCE SF114EIN SPLIGE' H-ADER * * r W/6"PAN W/12"P _ 111-0" '..Q STEEL CHANNEL BRACKET. -� N0. TYPE 6 THIS R rQP ,A HEAaOtFPS OTHER THAN TYPICAL TOP AND BOTTOM -- 'flr EP AT. SPL Fq r)TM r. I JE •. r r�rA. M^. 'NOTE: MINIMUM LE';G f. EP/P:AQlNS A-8" 8'-0^ p8 20•0.0,8 12� j �y/ }f _ 0019° O. 20 '•13.018^- ' ^Z AT AYY�'� f OA) ...• (���((TTTeAAS:1tEFLAtbTrER2SCH G. 'rl 370 {. �Z r.. :ww IMUM�LY^ - - = t2• -U"' COLUMN TO'CQNORETE tMAX.PR JECTION FOR 2-#14%1. 3/4' - - / gWg -g '. 1. FOR C4LUiANSPACING I - Q ,GEE'S DU- j / A-10 7D " 'AA; 4x4 WOOD COLUMN B 10 - . • ^ BE"r10 CLOS R T4. LOT?'L^I�^,C g(AN 3' GOLD BE REO+ .a A� I "• Z4 244=. [XWGL I NO. GRABS F--I)-,- 0 (w �2 'US COLUMNS � X PROVIRE ,2-0RAINSFQIT FFR EACN120°'. OR ALT 3 TLE : -12 92'-4" ._, 8 .., _,2 ,2 -0' E 'AS#A .,. -� '. "A Ta ^ Za,2.`.. ' I"14/••'�'j' `L `, COLUMN. UNITIZED COLUMNS AM sNITEA NITER�- 8 Q`d,@Ki -`ALUMINUM. 1400 NORTH. ALX S EET •.: ANAIiEIM CA C PRO,I 980.1 a? COLUMN OR 4X4 _ - MOOD COLUNNSti' JE •. r r�rA. M^. 'NOTE: MINIMUM LE';G f. -.TRUCTURA4. 2ANFL ATTACH TO HEADER W/2 -X" BOLTS. SEE '•3"'ALT. A-8" 8'-0^ p8 20•0.0,8 12� j �y/ }f _ 0019° O. 20 '•13.018^- ' ^Z AT AYY�'� f OA) ...• (���((TTTeAAS:1tEFLAtbTrER2SCH G. 'rl 370 {. �Z r.. :ww WHEN ENCLOSES Q�:4 PRO:IECTION -:-r-" - - = t2• -U"' COLUMN TO'CQNORETE tMAX.PR JECTION FOR 2-#14%1. 3/4' - - / gWg -g '. ,'* F ..:, *^ -+ ~ 1q,FAWN2NG9 USING SKYLIPANELS SHALL. ♦ 5. �: TY,ft0k A..L :STRUCTURES- HANGER !,ITN:.. CONNECTION"'BETAIL SLOP ATTACHMENT AT BOTTOM OF 3/B": PE �' /- HEADER COLUMN. j / A-10 7D " 'AA; 4x4 WOOD COLUMN B 10 - . • ^ BE"r10 CLOS R T4. LOT?'L^I�^,C g(AN 3' GOLD BE REO+ .a A� I "• Z4 244=. [XWGL I NO. GRABS F--I)-,- 0 (w _CONNECTION DETAILS- -12 12 -D �sFLL R ppE .� Do PROVIRE ,2-0RAINSFQIT FFR EACN120°'. I.. - 24" MAX. 6'•'".II r„ „.' OVERHANG -12 92'-4" ._, 8 .., _,2 ,2 -0' E 'AS#A .,. -� '. "A Ta ^ Za,2.`.. ' I"14/••'�'j' `L `, .OF AWNING'- COLUMNS AM sNITEA NITER�- 8 Q`d,@Ki -`ALUMINUM. 1400 NORTH. ALX S EET •.: ANAIiEIM CA C PRO,I 980.1 a? NOTE, COLUMNS NAY BE AT TAQHED Q�. t a P 'DIRECTLYT,6�A $Tip. MIN.;TGKN[S3 �, o, ' CONCRBTE:6LA$:•TTj 4•DGII. i,410tJ ,. C- •OCRNEit AE` - "QRfAT tY IQ �la�ii� � _ __ -_ _ _ _ 1 FRONT VIEW FOR FACIA AND APF YEO BY;:yyr EN RCEMENi r ANB R SO _UR AGENCY D8 TD'. A 'PABC, C"QRNEA ,A ?:..r. ".,.,, .", STANDARD MOBILE HBME ASSESSORV STRUCTURE _ S �tJj j F7 EA ,1 `4 CONCRETE F4KTC#N 0R° Ft F Y (� STAKE ALL COLUtz 8E. IYTICAL. E LDx l o`�PADLN$.'FOR. •lA PRO.AF iiOFI F +fF{167L JvpW i�ADE1F Yxi"A Y _, . AA -163/83 [jn� 1 J Di.i1S J. A , B AN l:t.- VI TYPICAL .'.L'6iRUCrt'UckES SI E ATIGN vE.DDLraa� 8aAL':46'e'P'bfN.'19 hRG;x7tE0M " 5.:."E" p A'PIJACEAY»:S(?'SKYkF♦''FAMR'R�':.'.. _ _ _ - ..'.. = -� ,...:._. s..